{"meta":{"query_hash":"27ea7b9ffbd3","filters":{"venue":"PanAm Unsaturated Soils 2017"},"cohort_total":16,"direct_labels_cover":0,"predictions_cover":16,"exported":16,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/27ea7b9ffbd3","api":"https://metacan.xera.ac/api/v1/cohort?venue=PanAm+Unsaturated+Soils+2017"},"results":[{"id":"W2808755013","doi":"10.1061/9780784481691.007","title":"Experimental Investigation on At-Rest Earth Pressure Acting on Walls Retaining Collapsible Soil Subjected to Inundation","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de l'Enseignement supérieur, de la Recherche et de l'Innovation","keywords":"Lateral earth pressure; Geotechnical engineering; Retaining wall; Earth (classical element); Soil water; Saturation (graph theory); Rest (music); Geology; Environmental science; Soil science; Mathematics","score_opus":0.025861887415230638,"score_gpt":0.2421656453510164,"score_spread":0.21630375793578577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808755013","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994765,0.000014869694,0.0003586087,0.0000035405797,0.0000033958913,0.0000062808003,0.00003743071,0.0000073424108,0.00009195032],"genre_scores_gemma":[0.99906725,0.000047967224,0.00047309164,0.000004966658,0.0000035033095,0.000012140256,0.000050768052,0.0000041504627,0.00033616732],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996935,0.000033153476,0.000020091999,0.000053116302,0.00010988083,0.00009017139],"domain_scores_gemma":[0.9996099,0.000105522246,0.00007863885,0.000056328623,0.00009078231,0.000058875034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024156031,0.0006101147,0.0005502462,0.0002844493,0.00034572932,0.00022854043,0.0003706236,0.00044096026,0.0015296128],"category_scores_gemma":[0.0005090776,0.00020341726,0.0002757304,0.00023465566,0.0005318421,0.00041411337,0.0005882339,0.0004727589,0.0001460052],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004997371,0.0001805404,0.0020506957,0.00006971707,0.00001001995,0.00027422086,0.00025670024,0.0008404994,0.9936114,0.000042078405,0.000024513565,0.0021398258],"study_design_scores_gemma":[0.000032622724,0.005902795,0.018585725,0.000010266851,0.00003767669,0.00017190306,0.0006206933,0.0033119668,0.9707978,0.000064901855,0.00044039547,0.000023225044],"about_ca_topic_score_codex":0.00048163478,"about_ca_topic_score_gemma":0.0006129003,"teacher_disagreement_score":0.0015296128,"about_ca_system_score_codex":0.00010998621,"about_ca_system_score_gemma":0.00019176763,"threshold_uncertainty_score":0.0051170588},"labels":[],"label_agreement":null},{"id":"W2808755030","doi":"10.1061/9780784481684.043","title":"Compacted Unsaturated Soil Behavior in a Large Scale Laboratory Test","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Compaction; Geotechnical engineering; Water content; Stiffness; Void ratio; Soil water; Suction; Laboratory test; Environmental science; Moisture; Soil test; Soil science; Materials science; Geology; Engineering; Composite material; Mechanical engineering","score_opus":0.010885482161534104,"score_gpt":0.23583159031483128,"score_spread":0.2249461081532972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808755030","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948861,0.000048964466,0.004311154,0.000013448287,0.000010700468,0.000042028205,0.00015836461,0.000099348166,0.00042994934],"genre_scores_gemma":[0.996021,0.000050572966,0.0026433829,0.000021230626,0.0000052445453,0.00004506051,0.00021078944,0.000015732292,0.0009870725],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995547,0.00005777319,0.0000331612,0.00009214371,0.00020265422,0.000059614846],"domain_scores_gemma":[0.9992162,0.00020410598,0.00015330994,0.00012429066,0.00019605686,0.00010601185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037657307,0.00034522012,0.00032540853,0.00029236096,0.00021985169,0.00026850842,0.00039512705,0.00030479138,0.0013342649],"category_scores_gemma":[0.0010152812,0.00011904605,0.00015330227,0.00023342276,0.00032219192,0.00032306236,0.00048899895,0.00030029897,0.00023793818],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022024564,0.00017102633,0.002199156,0.00004121809,0.000008261192,0.00009117899,0.00013929985,0.00075089,0.9921515,0.00003656481,0.00006387448,0.0041267653],"study_design_scores_gemma":[0.000034981924,0.0064230114,0.019833911,0.000009246824,0.00003841679,0.00021766192,0.00032940856,0.0046821013,0.96705073,0.000056045345,0.0012937869,0.000030804855],"about_ca_topic_score_codex":0.0010701397,"about_ca_topic_score_gemma":0.002510385,"teacher_disagreement_score":0.0013342649,"about_ca_system_score_codex":0.0002556235,"about_ca_system_score_gemma":0.000176308,"threshold_uncertainty_score":0.004463613},"labels":[],"label_agreement":null},{"id":"W2808990565","doi":"10.1061/9780784481707.029","title":"Drag Load on Piles in Partially Saturated Collapsible Soils","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Drag; Soil water; Geotechnical engineering; Geology; Environmental science; Soil science; Engineering; Aerospace engineering","score_opus":0.017538530130248538,"score_gpt":0.24048219521641503,"score_spread":0.2229436650861665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808990565","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99939275,0.000012408229,0.00029766263,0.0000031599266,0.0000014929055,0.0000053640524,0.000030286743,0.000012235096,0.00024458687],"genre_scores_gemma":[0.9996735,0.000016353959,0.00010947259,0.0000012467561,4.8152623e-7,0.0000025074348,0.000022179449,0.0000014083555,0.00017281638],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998479,0.000012424398,0.000007108,0.000021129192,0.000054787135,0.000056596327],"domain_scores_gemma":[0.9997886,0.000074270334,0.00004448125,0.000018327532,0.000032908734,0.00004147659],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012549071,0.00039017736,0.00047634583,0.0005039342,0.00042665054,0.00036520595,0.00027395063,0.00032712304,0.0012334842],"category_scores_gemma":[0.00036848968,0.00019619762,0.0002867048,0.0002945359,0.0005999497,0.00031442926,0.0004073416,0.00024450448,0.00014200008],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017744176,0.00040559092,0.028525174,0.00031731094,0.000046798123,0.0024537516,0.00071811816,0.15385716,0.79445213,0.00024727537,0.00015543344,0.017046826],"study_design_scores_gemma":[0.00008142194,0.0031732367,0.21159807,0.00005245537,0.00007030613,0.00058972015,0.0014107901,0.34495315,0.43696728,0.00026945336,0.00073362957,0.00010052291],"about_ca_topic_score_codex":0.0038571735,"about_ca_topic_score_gemma":0.0039760033,"teacher_disagreement_score":0.0038571735,"about_ca_system_score_codex":0.00027190876,"about_ca_system_score_gemma":0.00024446743,"threshold_uncertainty_score":0.007669449},"labels":[],"label_agreement":null},{"id":"W2809067124","doi":"10.1061/9780784481684.030","title":"Experimental Study of Suction Stress Characteristic Framework for Granular Materials Using Conventional Direct Shear Test","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université de Sherbrooke","funders":"","keywords":"Direct shear test; Materials science; Shear stress; Suction; Stress (linguistics); Structural engineering; Shear (geology); Composite material; Computer science; Geotechnical engineering; Mechanical engineering; Geology; Engineering","score_opus":0.028481477479148417,"score_gpt":0.28407139236313717,"score_spread":0.25558991488398874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809067124","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99536914,0.00015949027,0.00350545,0.000012849395,0.000017477525,0.00002258152,0.00018167833,0.00004202937,0.00068924675],"genre_scores_gemma":[0.99746907,0.000116734875,0.0018150773,0.000009898042,0.000004465611,0.00001844319,0.0001026045,0.0000070098386,0.00045672333],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960965,0.000034935227,0.000038900984,0.00007549018,0.00018760256,0.000053566502],"domain_scores_gemma":[0.999126,0.00020892515,0.00014211428,0.000109269255,0.00032659876,0.000087158674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056055904,0.00043989264,0.00026408295,0.0005853369,0.00032041373,0.00029475556,0.00025271167,0.00036522164,0.001313829],"category_scores_gemma":[0.0008416329,0.00017504384,0.00014821137,0.0005622502,0.00050223974,0.00038314308,0.0002695375,0.00036472306,0.00019631944],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024540408,0.00008817073,0.0035002327,0.00008283482,0.0000059917684,0.0001276338,0.00023719235,0.00063899695,0.989131,0.00022508895,0.00007707635,0.0056404434],"study_design_scores_gemma":[0.000020861105,0.0014792669,0.02440224,0.000017586926,0.000027399918,0.0001528504,0.0003862709,0.0056648264,0.96643114,0.00019202313,0.0011939817,0.000031451844],"about_ca_topic_score_codex":0.0007925482,"about_ca_topic_score_gemma":0.0018564509,"teacher_disagreement_score":0.001313829,"about_ca_system_score_codex":0.00017174061,"about_ca_system_score_gemma":0.00017359445,"threshold_uncertainty_score":0.0043952465},"labels":[],"label_agreement":null},{"id":"W2809175314","doi":"10.1061/9780784481684.050","title":"Resilient Modulus and Permanent Strain Behavior of a Compacted Red Clay","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China; Newcastle University; National Science Foundation","keywords":"Water content; Compaction; Red sandstone; Modulus; Geotechnical engineering; Materials science; Clay soil; Stress–strain curve; Stress (linguistics); Soil water; Composite material; Geology; Soil science; Deformation (meteorology)","score_opus":0.013686782259893017,"score_gpt":0.23388175052376936,"score_spread":0.22019496826387636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809175314","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99933416,0.000028829825,0.00037706413,0.0000032778055,9.880587e-7,0.0000021453507,0.000052904732,0.000007980704,0.00019258901],"genre_scores_gemma":[0.9995685,0.000014595495,0.00018429129,0.0000018023861,5.558297e-7,0.0000012146619,0.000037160346,0.0000013070402,0.00019051142],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987483,0.000010262401,0.0000100796615,0.00003671079,0.00005020613,0.00001788653],"domain_scores_gemma":[0.9996474,0.00009127586,0.0000916366,0.000039182378,0.00009460841,0.00003592136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034290535,0.00022472063,0.00018463803,0.00080726197,0.00016276217,0.00021763468,0.0003062898,0.00021781134,0.0006878803],"category_scores_gemma":[0.00044529585,0.000114443,0.00012711574,0.000368388,0.00036108558,0.00032203898,0.00018658621,0.00016709034,0.0000902649],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036976082,0.000079954494,0.022282336,0.00011546852,0.000025056172,0.00035597483,0.00031317215,0.008620942,0.95441836,0.00014075045,0.00003466531,0.01324354],"study_design_scores_gemma":[0.000025561681,0.0016409244,0.36153623,0.000027958964,0.00006880546,0.0005527037,0.00067462056,0.051240884,0.58301073,0.0001809863,0.0009802323,0.000060430022],"about_ca_topic_score_codex":0.0028544758,"about_ca_topic_score_gemma":0.0047325674,"teacher_disagreement_score":0.0028544758,"about_ca_system_score_codex":0.00020177187,"about_ca_system_score_gemma":0.00013023235,"threshold_uncertainty_score":0.0056756735},"labels":[],"label_agreement":null},{"id":"W2809223560","doi":"10.1061/9780784481677.009","title":"Spatial Resolution of Degree of Saturation Measurements in Unsaturated Transparent Soil Experiments","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Saturation (graph theory); Image resolution; Vadose zone; Degree of saturation; Remote sensing; Environmental science; Soil science; Water content; Moisture; Spatial variability; Soil water; Computer science; Geology; Meteorology; Geotechnical engineering; Mathematics; Computer vision; Geography; Statistics","score_opus":0.0863485968274788,"score_gpt":0.2792197931792243,"score_spread":0.1928711963517455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809223560","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78870136,0.0005407872,0.20190471,0.00010975249,0.000056871217,0.00023723679,0.00055007107,0.0007157068,0.0071834084],"genre_scores_gemma":[0.8813364,0.0003926649,0.116072915,0.000057424397,0.000011486676,0.00029387962,0.00027876525,0.00011758846,0.0014389023],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958724,0.000057175374,0.000032914664,0.000094820585,0.00016201413,0.00006580443],"domain_scores_gemma":[0.9986462,0.0005047504,0.00019400196,0.0001828334,0.00039346982,0.000078771605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010364496,0.00036352457,0.00026431042,0.00046463826,0.00036728007,0.00044705055,0.00054211594,0.00031786406,0.0019832633],"category_scores_gemma":[0.0022153312,0.00029343858,0.00012419112,0.00039007585,0.00049614045,0.00046406483,0.0008246637,0.00053296995,0.00026382625],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019794909,0.000036734633,0.0016586392,0.000079054356,0.0000040479777,0.0000527871,0.000101400496,0.00090048194,0.9876671,0.00043672262,0.000108911416,0.00875622],"study_design_scores_gemma":[0.000019498159,0.0002721346,0.013752878,0.000030337087,0.00001666087,0.00014896736,0.00014363838,0.010769955,0.9722509,0.0005677298,0.0019998653,0.00002750447],"about_ca_topic_score_codex":0.0013514117,"about_ca_topic_score_gemma":0.0024159325,"teacher_disagreement_score":0.0019832633,"about_ca_system_score_codex":0.00028960063,"about_ca_system_score_gemma":0.00036371057,"threshold_uncertainty_score":0.0066346526},"labels":[],"label_agreement":null},{"id":"W2809237372","doi":"10.1061/9780784481677.001","title":"Effect of Initial Conditions on the Interpretation of Soil-Water Characteristic Curves (SWCCs) in Geotechnical Engineering","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada); University of Alberta","funders":"","keywords":"Compressibility; Soil water; Suction; Geotechnical engineering; Shrinkage; Volume (thermodynamics); Soil gradation; Process (computing); Soil science; Soil mechanics; Mathematics; Environmental science; Geology; Mechanics; Computer science; Engineering; Mechanical engineering; Statistics; Thermodynamics; Physics","score_opus":0.008801807676640799,"score_gpt":0.25966474926655747,"score_spread":0.2508629415899167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809237372","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69412756,0.0015117687,0.28733802,0.00024295939,0.00014861146,0.00030293787,0.0005136521,0.0021735125,0.013640971],"genre_scores_gemma":[0.9604907,0.00033126478,0.037907418,0.000072400755,0.000014202488,0.00004749253,0.00014195644,0.00025937226,0.0007350727],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9976223,0.00063691003,0.00014461347,0.00027092072,0.0011846056,0.0001406375],"domain_scores_gemma":[0.98331904,0.012679713,0.0008756113,0.0010665293,0.0018690631,0.00018997942],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002906,0.0005546067,0.0004607409,0.0013432276,0.0005184218,0.0013911255,0.00051328505,0.0005106304,0.0014044866],"category_scores_gemma":[0.021451786,0.00026129742,0.00029810137,0.0010749374,0.0018985088,0.0010926848,0.00085098116,0.00078261504,0.00033719125],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023001658,0.00018210156,0.054277964,0.0010291307,0.00005581916,0.0016431474,0.00294079,0.07547578,0.50393516,0.012178282,0.0018448867,0.34413683],"study_design_scores_gemma":[0.000025735477,0.00056380086,0.055239584,0.00012684926,0.000038665148,0.0005540461,0.00055328605,0.10296821,0.82934725,0.0049862033,0.0054325396,0.0001638436],"about_ca_topic_score_codex":0.003634662,"about_ca_topic_score_gemma":0.005543631,"teacher_disagreement_score":0.003634662,"about_ca_system_score_codex":0.00086742005,"about_ca_system_score_gemma":0.00071049633,"threshold_uncertainty_score":0.015368581},"labels":[],"label_agreement":null},{"id":"W2809285939","doi":"10.1061/9780784481684.029","title":"Effects of Atmospheric Drying and Consolidation of Flocculated Thickened Tailings and Centrifuged Cake on Near-Surface Shear Strength","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Tailings; Consolidation (business); Centrifuge; Environmental science; Geotechnical engineering; Flocculation; Waste management; Materials science; Environmental engineering; Metallurgy; Geology; Engineering","score_opus":0.006960787407838998,"score_gpt":0.20218599764675352,"score_spread":0.1952252102389145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809285939","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988236,0.0005434978,0.00015309003,0.000007685355,0.000015506954,0.000012088916,0.00006899296,0.000013826847,0.00036167933],"genre_scores_gemma":[0.997971,0.00045108172,0.0007231973,0.00002459404,0.000008805915,0.000008646223,0.00012944246,0.000012875073,0.000670406],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996977,0.000027646198,0.00003510674,0.000052992662,0.00012602314,0.000060633734],"domain_scores_gemma":[0.9993525,0.00014747823,0.00017025207,0.00004734375,0.00018311337,0.00009932316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003674501,0.00050552306,0.00046328694,0.00041874938,0.00030446466,0.0004421797,0.00029927518,0.0003528412,0.0016024726],"category_scores_gemma":[0.0006537358,0.00026638847,0.0006033976,0.00043534394,0.00033348633,0.00037349018,0.00020669485,0.00082357874,0.00022890682],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001468499,0.0002861777,0.0025400624,0.00016601455,0.00006641313,0.0001505299,0.000099676916,0.0011992515,0.98784167,0.000050890616,0.00007431531,0.0060565853],"study_design_scores_gemma":[0.000030704847,0.002347463,0.027212573,0.000020128207,0.000101470425,0.0000798603,0.00013293489,0.0013888754,0.96790177,0.00001879633,0.00074107765,0.000024395347],"about_ca_topic_score_codex":0.004110554,"about_ca_topic_score_gemma":0.009173032,"teacher_disagreement_score":0.004110554,"about_ca_system_score_codex":0.00030464874,"about_ca_system_score_gemma":0.0003093421,"threshold_uncertainty_score":0.008173227},"labels":[],"label_agreement":null},{"id":"W2809360405","doi":"10.1061/9780784481684.016","title":"Upward Wetting Behavior of Unsaturated Xanthan Gum–Treated Sand","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Polysaccharides Composition and Applications","field":"Agricultural and Biological Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kootenay Association for Science & Technology","funders":"Ministry of Science, ICT and Future Planning; National Research Foundation of Korea; Ministry of Land, Infrastructure and Transport","keywords":"Wetting; Xanthan gum; Biopolymer; Capillary action; Hydraulic conductivity; Soil water; Materials science; Adsorption; Self-healing hydrogels; Geotechnical engineering; Composite material; Chemistry; Soil science; Polymer; Rheology; Geology; Polymer chemistry","score_opus":0.029891827015783044,"score_gpt":0.26425665476632326,"score_spread":0.2343648277505402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809360405","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987191,0.00018919614,0.00053800776,0.0000059122076,0.00000623546,0.0000061553787,0.000108592125,0.000014004214,0.00041294628],"genre_scores_gemma":[0.9977441,0.00019859168,0.000701129,0.000013098801,0.000002752388,0.000011716534,0.00014250184,0.000008633876,0.0011775175],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999936,0.000006010295,0.00000589995,0.000013992811,0.000020751313,0.000017420762],"domain_scores_gemma":[0.9998827,0.00002777442,0.000034212615,0.000006517199,0.000022382234,0.000026393851],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007807811,0.0002393457,0.00013613743,0.00017133285,0.0001221647,0.00016194294,0.00008110674,0.00010958871,0.0010617696],"category_scores_gemma":[0.0001494986,0.00009723856,0.00013336075,0.000108731314,0.00011072346,0.00010882881,0.00010747771,0.00024303119,0.00011576845],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003853103,0.0000072234493,0.00049868354,0.000022569717,0.0000037240013,0.000035182078,0.000025010193,0.0000664154,0.99855405,0.000008633422,0.000007897271,0.0007320693],"study_design_scores_gemma":[0.0000013736249,0.000102516875,0.0072491127,0.0000034449308,0.000007974909,0.000035961384,0.00003600813,0.0005053968,0.9916815,0.000008876374,0.00036367026,0.0000041109183],"about_ca_topic_score_codex":0.001239933,"about_ca_topic_score_gemma":0.002271907,"teacher_disagreement_score":0.001239933,"about_ca_system_score_codex":0.00012926436,"about_ca_system_score_gemma":0.00011896321,"threshold_uncertainty_score":0.00355196},"labels":[],"label_agreement":null},{"id":"W2809364323","doi":"10.1061/9780784481684.032","title":"Influence of Fluid Pressures on Shear Strength of Unsaturated-Saturated Bentonite-Sand Mixture","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Nationale Genossenschaft für die Lagerung radioaktiver Abfälle","keywords":"Bentonite; Geotechnical engineering; Shear (geology); Direct shear test; Pore water pressure; Shear stress; Radioactive waste; Shear strength (soil); Geology; Petroleum engineering; Materials science; Composite material; Waste management; Soil science; Engineering; Soil water","score_opus":0.0097878405576496,"score_gpt":0.22973394073450187,"score_spread":0.2199461001768523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809364323","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991881,0.00021262572,0.00023807386,0.000009451567,0.0000049602904,0.0000034462432,0.000058283505,0.000008139536,0.00027685694],"genre_scores_gemma":[0.99938726,0.00013461348,0.0001848057,0.0000073092347,0.0000023496964,0.0000025213203,0.000052626292,0.0000034827422,0.00022496484],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998105,0.000032909615,0.000023042505,0.00003659277,0.00005699269,0.000040044182],"domain_scores_gemma":[0.9996152,0.00012639596,0.00010057444,0.000017676926,0.00007717269,0.00006293716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023857446,0.0003401528,0.00019036322,0.00035764882,0.00016723842,0.0003685343,0.00010752158,0.00016875457,0.0010298971],"category_scores_gemma":[0.00056794734,0.00016533953,0.000145544,0.00017870581,0.00025061888,0.00023405591,0.00018948023,0.00028734514,0.00014584213],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054009224,0.00003843986,0.005624984,0.00007410841,0.000026239717,0.00009341782,0.000087504355,0.001192491,0.9885011,0.00008301655,0.000033693686,0.0037049504],"study_design_scores_gemma":[0.000009684441,0.0005189322,0.021385198,0.000012167589,0.000027273387,0.000050743227,0.00012977945,0.0030705847,0.97420835,0.00003797594,0.00053550745,0.000013885318],"about_ca_topic_score_codex":0.0013399732,"about_ca_topic_score_gemma":0.002138827,"teacher_disagreement_score":0.0013399732,"about_ca_system_score_codex":0.00014384695,"about_ca_system_score_gemma":0.00018448757,"threshold_uncertainty_score":0.003445387},"labels":[],"label_agreement":null},{"id":"W2809403080","doi":"10.1061/9780784481691.037","title":"Evaluation of Coupled Thermal and Hydraulic Relationships Used in Simulation of Thermally-Induced Water Flow in Unsaturated Soils","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geothermal Energy Systems and Applications","field":"Energy","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Science Foundation","keywords":"Saturation (graph theory); Hydraulic conductivity; Heat exchanger; Soil water; Degree of saturation; Thermal conductivity; Heat transfer; Silt; Soil science; Geotechnical engineering; Geothermal gradient; Soil thermal properties; Environmental science; Materials science; Geology; Thermodynamics; Composite material; Geomorphology","score_opus":0.06463937325511153,"score_gpt":0.29448522283436795,"score_spread":0.2298458495792564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809403080","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9765341,0.00009833505,0.019175764,0.00007713579,0.000021961025,0.00012258891,0.00020228831,0.00030311113,0.00346468],"genre_scores_gemma":[0.9939711,0.000038271537,0.0054288176,0.0000138784535,0.000003288456,0.00006498602,0.00006746286,0.000031355346,0.00038077752],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996265,0.00015772258,0.000026861659,0.00004980885,0.00006217835,0.00007687547],"domain_scores_gemma":[0.99798346,0.0013879683,0.00019692439,0.00008091732,0.00022396281,0.00012674372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009928169,0.00088874483,0.000869435,0.00086338975,0.0005902748,0.0010068595,0.0010511976,0.0013892925,0.001626017],"category_scores_gemma":[0.0037311052,0.0007418236,0.000660046,0.0006104951,0.0007080724,0.000812763,0.00088612485,0.00065917626,0.00013369587],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000071815106,0.00006656943,0.0025640717,0.0000311064,0.000023244664,0.0000546913,0.000045226923,0.99371666,0.0017718975,0.0002622612,0.000027837736,0.0013646459],"study_design_scores_gemma":[0.000011683886,0.000038470935,0.00030650548,0.0000031504057,0.000005623328,0.0000035527871,0.000019946967,0.99881244,0.00070331234,0.000050873878,0.00004048117,0.000004051985],"about_ca_topic_score_codex":0.018477216,"about_ca_topic_score_gemma":0.011508892,"teacher_disagreement_score":0.018477216,"about_ca_system_score_codex":0.0010226922,"about_ca_system_score_gemma":0.0009770632,"threshold_uncertainty_score":0.03673929},"labels":[],"label_agreement":null},{"id":"W2809422173","doi":"10.1061/9780784481677.012","title":"Simple Approaches for the Application of the Mechanics of Unsaturated Soils into Conventional Geotechnical Engineering Practice","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Geotechnical engineering; Simple (philosophy); Soil mechanics; Soil water; Geology; Engineering; Soil science","score_opus":0.02340767543670607,"score_gpt":0.24997569663836228,"score_spread":0.2265680212016562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809422173","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008084298,0.0009269312,0.98206115,0.00022976371,0.00010020093,0.0001629348,0.00009534597,0.00018212713,0.008157352],"genre_scores_gemma":[0.1861804,0.003537163,0.8016152,0.00017353286,0.00014340189,0.000745749,0.00012429706,0.00007575741,0.0074044536],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9994242,0.00013067284,0.000050223436,0.000082109145,0.0002939586,0.000018807259],"domain_scores_gemma":[0.9996012,0.00013404156,0.00006653516,0.00008809879,0.000092384165,0.000017818105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076686515,0.001163322,0.00066319533,0.0016776881,0.00053643406,0.00090106676,0.0013765751,0.00095256965,0.003327902],"category_scores_gemma":[0.0016435354,0.00047381094,0.00066986517,0.0008475783,0.0016042955,0.0014670842,0.0019091609,0.0011981119,0.0008233218],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003869576,0.00035472252,0.0027727198,0.0014481983,0.000094637464,0.00052138395,0.0009439649,0.11201308,0.041276585,0.63952416,0.0027015598,0.19831023],"study_design_scores_gemma":[0.000034521385,0.00045125154,0.003759252,0.00037508737,0.00007673357,0.00059111876,0.00062344794,0.29808876,0.015138402,0.5916842,0.08903406,0.0001431591],"about_ca_topic_score_codex":0.0010798867,"about_ca_topic_score_gemma":0.0027177394,"teacher_disagreement_score":0.003327902,"about_ca_system_score_codex":0.0008343872,"about_ca_system_score_gemma":0.0010090927,"threshold_uncertainty_score":0.011132956},"labels":[],"label_agreement":null},{"id":"W2809484029","doi":"10.1061/9780784481684.048","title":"Large-Strain Consolidation Column with Applied Negative Water Pressure","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Research Council Canada","keywords":"Consolidation (business); Column (typography); Geotechnical engineering; Materials science; Geology; Computer science; Business; Telecommunications","score_opus":0.00777216849240141,"score_gpt":0.19943635506389903,"score_spread":0.1916641865714976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809484029","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9456525,0.00021706994,0.048670262,0.00006506077,0.000054199987,0.00042576293,0.0010111706,0.0010399423,0.0028639475],"genre_scores_gemma":[0.9534782,0.00017611643,0.041570086,0.00006869787,0.000020941976,0.00036038522,0.0010669576,0.000099210345,0.0031594103],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994554,0.000026553536,0.000032163258,0.00011783189,0.0002842481,0.0000837642],"domain_scores_gemma":[0.99923754,0.00012483523,0.000090159316,0.00013857646,0.0002699557,0.00013899735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005191373,0.00052142824,0.0005507767,0.00058236136,0.00042647324,0.00043265932,0.0008813664,0.00050610356,0.003705777],"category_scores_gemma":[0.00050210976,0.00036951952,0.0002125235,0.00074410305,0.0006133395,0.0005813193,0.00070753845,0.00077036076,0.0007272984],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001541136,0.00018388532,0.0028067378,0.00009395751,0.0000103282755,0.000096651755,0.00007582139,0.0010746481,0.9825418,0.0004668768,0.00029500926,0.012200159],"study_design_scores_gemma":[0.000063973835,0.0016756359,0.023138622,0.000014761883,0.000026643937,0.00019953854,0.00007137498,0.01712285,0.9538178,0.00013625891,0.0036910006,0.00004158774],"about_ca_topic_score_codex":0.002118008,"about_ca_topic_score_gemma":0.0046821805,"teacher_disagreement_score":0.003705777,"about_ca_system_score_codex":0.00048520876,"about_ca_system_score_gemma":0.00077692873,"threshold_uncertainty_score":0.012397051},"labels":[],"label_agreement":null},{"id":"W2809584664","doi":"10.1061/9780784481707.028","title":"Design of Retaining Wall and Single Pile in Expansive Soils Using Unsaturated Soil Mechanics as a Tool","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Expansive clay; Geotechnical engineering; Expansive; Pile; Soil water; Soil mechanics; Geology; Environmental science; Soil science; Materials science","score_opus":0.02851569119322268,"score_gpt":0.233665386476104,"score_spread":0.20514969528288132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809584664","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5934978,0.0002007707,0.39486936,0.00006514332,0.000020513,0.00015144859,0.00010179519,0.0003576939,0.010735383],"genre_scores_gemma":[0.9618472,0.00011071741,0.036054824,0.0000072363423,0.0000028907864,0.00006565072,0.00003619821,0.000014339619,0.0018610432],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999068,0.000015517067,0.000004915563,0.000014098058,0.00003147657,0.000027249822],"domain_scores_gemma":[0.9999058,0.00001628793,0.000030951298,0.000007732889,0.000018971283,0.000020154035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013965245,0.0004006659,0.0002965542,0.00043338852,0.0002187118,0.00046446244,0.00054533797,0.000345875,0.0009798248],"category_scores_gemma":[0.00020154382,0.00024311416,0.0002376745,0.0001861109,0.0003095758,0.00020475725,0.0004895936,0.00015311353,0.00022814704],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011116173,0.00008915059,0.0044607255,0.00023623266,0.00003519912,0.0010260589,0.0001323868,0.8259234,0.114113174,0.0054787886,0.00039561713,0.04799811],"study_design_scores_gemma":[0.000036102498,0.0005906304,0.005897248,0.000042976917,0.000047676393,0.00052378327,0.0003552379,0.96244156,0.02443638,0.0017550258,0.0038354115,0.000037922513],"about_ca_topic_score_codex":0.001983488,"about_ca_topic_score_gemma":0.0039798873,"teacher_disagreement_score":0.001983488,"about_ca_system_score_codex":0.00019287596,"about_ca_system_score_gemma":0.0008107402,"threshold_uncertainty_score":0.0039438605},"labels":[],"label_agreement":null},{"id":"W2809597314","doi":"10.1061/9780784481684.012","title":"Hydraulic Properties for Bulyanhulu Tailings during Drying","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Tailings; Degree of saturation; Void ratio; Permeability (electromagnetism); Geotechnical engineering; Saturation (graph theory); Soil water; Environmental science; Soil science; Geology; Materials science; Mathematics","score_opus":0.020929899345337084,"score_gpt":0.22280456021490758,"score_spread":0.20187466086957048,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809597314","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99929655,0.00002733991,0.00017614732,0.000004612985,0.0000010276885,0.0000021251092,0.00010778026,0.000015547357,0.00036881998],"genre_scores_gemma":[0.9994392,0.00001934971,0.0001242423,0.0000037081957,4.3590816e-7,0.0000019866077,0.00012831925,0.0000032353794,0.00027951854],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999441,0.000002819421,0.0000041370026,0.000015323261,0.000014823854,0.000018830453],"domain_scores_gemma":[0.9998567,0.000036647718,0.000028832632,0.000010987713,0.00004651224,0.000020306246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011809879,0.00013179518,0.00023889929,0.00048785293,0.0003927853,0.00029591704,0.00016729599,0.00020814312,0.0006926205],"category_scores_gemma":[0.0002870333,0.00008344892,0.00013359188,0.0005764972,0.0002831484,0.0003195443,0.00020209493,0.00019607773,0.00011795631],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013595999,0.00016907483,0.33990055,0.00024840803,0.00004480678,0.0018483847,0.002463607,0.046431035,0.52508086,0.0008761977,0.0008654729,0.08071185],"study_design_scores_gemma":[0.000023516224,0.0005334703,0.7575005,0.00004280367,0.00004607706,0.00039910595,0.0026552854,0.045818903,0.18988098,0.0003682091,0.0026317919,0.000099321165],"about_ca_topic_score_codex":0.014552062,"about_ca_topic_score_gemma":0.019038023,"teacher_disagreement_score":0.014552062,"about_ca_system_score_codex":0.00039733222,"about_ca_system_score_gemma":0.00024823885,"threshold_uncertainty_score":0.028934717},"labels":[],"label_agreement":null},{"id":"W2809638230","doi":"10.1061/9780784481691.014","title":"Moving from 2D to a 3D Unsaturated Slope Stability Analysis","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"SoilVision Systems (Canada); Golder Associates (Canada)","funders":"","keywords":"Slope stability; Slope stability analysis; Geotechnical engineering; Stability (learning theory); Factor of safety; Safety factor; Water table; Pore water pressure; Limit analysis; Groundwater; Slope stability probability classification; Geology; Limit (mathematics); Mathematics; Engineering; Computer science; Structural engineering; Finite element method; Mathematical analysis","score_opus":0.013501332346064524,"score_gpt":0.22634259424266193,"score_spread":0.2128412618965974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809638230","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05574805,0.00007473936,0.9375446,0.00012211464,0.000040221003,0.000052394782,0.00024539116,0.0005248543,0.005647582],"genre_scores_gemma":[0.6665612,0.0002885575,0.32901174,0.0001251652,0.000035828027,0.00020229605,0.00037223878,0.0002260362,0.0031769355],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998041,0.000032795047,0.000018578552,0.000030822703,0.0000967705,0.000016926806],"domain_scores_gemma":[0.9996784,0.00010272443,0.00005187558,0.000050096412,0.00010054013,0.000016439291],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000344463,0.0004246619,0.00040430052,0.0008584866,0.00032302112,0.0013031301,0.00056311284,0.0005001628,0.002569895],"category_scores_gemma":[0.0007714443,0.0002845467,0.00091586023,0.00040619093,0.0004711984,0.00058173673,0.00096752966,0.0005003671,0.0003984962],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003544465,0.00003696608,0.0043940567,0.00009269717,0.000037636008,0.00014220487,0.00016780295,0.91322565,0.021176895,0.024336169,0.0008896709,0.035464793],"study_design_scores_gemma":[0.0000033942295,0.000015741243,0.00083699595,0.0000112214175,0.0000061074174,0.00003767315,0.000031825333,0.9911055,0.0019575753,0.0039104717,0.0020689517,0.000014541078],"about_ca_topic_score_codex":0.0047909776,"about_ca_topic_score_gemma":0.003934469,"teacher_disagreement_score":0.0047909776,"about_ca_system_score_codex":0.00047289906,"about_ca_system_score_gemma":0.0006887065,"threshold_uncertainty_score":0.009526193},"labels":[],"label_agreement":null}]}