{"meta":{"query_hash":"86f4791d09e3","filters":{"venue":"HKIE Transactions"},"cohort_total":5,"direct_labels_cover":0,"predictions_cover":5,"exported":5,"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/86f4791d09e3","api":"https://metacan.xera.ac/api/v1/cohort?venue=HKIE+Transactions"},"results":[{"id":"W2801390137","doi":"10.1080/1023697x.2002.10667885","title":"Probabilistic Analysis for the Reduction in Cross-section Area of Bored Piles with Defects","year":2002,"lang":"en","type":"article","venue":"HKIE Transactions","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Fuzhou University; University of Waterloo; University of Hong Kong","keywords":"Reduction (mathematics); Pile; Cross section (physics); Section (typography); Event (particle physics); Probabilistic logic; Geotechnical engineering; Statistics; Probabilistic analysis of algorithms; Forensic engineering; Structural engineering; Geology; Environmental science; Mathematics; Engineering; Geometry; Computer science; Physics","score_opus":0.11180874963509649,"score_gpt":0.31502841946797366,"score_spread":0.20321966983287718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801390137","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":[0.35776556,0.00047030888,0.63865006,0.0001471126,0.000011178216,0.00006362213,0.00020086077,0.00045661782,0.002234715],"genre_scores_gemma":[0.97929335,0.00017808362,0.019514214,0.000013913299,0.0000088660745,0.00005012245,0.00017645795,0.000022125767,0.00074284064],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990677,0.00022949917,0.000032146,0.00012815282,0.00046224793,0.000080274884],"domain_scores_gemma":[0.9910458,0.0064919745,0.0011852856,0.0004626645,0.0007321348,0.00008207974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022207638,0.00044864244,0.00035395552,0.0012113929,0.00015884056,0.0003966803,0.00077648606,0.00047088004,0.0013745256],"category_scores_gemma":[0.008083872,0.00033605853,0.00066356355,0.0005313661,0.0008183308,0.00048000773,0.00046659334,0.00044572353,0.0001693053],"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":[0.00008346859,0.000011486727,0.002503653,0.00004517929,0.000029675113,0.000055809734,0.000024339926,0.9816929,0.00586212,0.002878004,0.00008509286,0.0067282035],"study_design_scores_gemma":[0.000002066971,0.000055043558,0.0037721943,0.000004865554,0.000011000661,0.00006748794,0.0000074234717,0.9927781,0.0022311616,0.0009222696,0.0001361636,0.0000121230105],"about_ca_topic_score_codex":0.0029209005,"about_ca_topic_score_gemma":0.0023890622,"teacher_disagreement_score":0.0029209005,"about_ca_system_score_codex":0.0007556579,"about_ca_system_score_gemma":0.00048844924,"threshold_uncertainty_score":0.011744678},"labels":[],"label_agreement":null},{"id":"W3017822431","doi":"10.33430/v27n1thie-2017-0052","title":"Shear strength properties of Hong Kong soils for slope stability","year":2020,"lang":"en","type":"article","venue":"HKIE Transactions","topic":"Geotechnical Engineering and Soil Stabilization","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":"Petro Geotech (Canada)","funders":"","keywords":"Geotechnical engineering; Standard penetration test; Triaxial shear test; Direct shear test; Shear strength (soil); Shear (geology); Soil test; Geology; Laboratory test; Penetration test; Drill; Soil water; Engineering; Soil science; Mechanical engineering; Liquefaction","score_opus":0.03458738543350365,"score_gpt":0.19849411783937446,"score_spread":0.1639067324058708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3017822431","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":[0.99710995,0.00023524027,0.00048213537,0.000015169225,0.0000034424781,0.000015336622,0.000585055,0.000009092976,0.0015446992],"genre_scores_gemma":[0.99815255,0.00017652588,0.00042558333,0.000009062502,0.000002303842,0.000009878269,0.00034238532,0.0000035836067,0.00087815424],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990296,0.000011456373,0.000010224161,0.000017584112,0.000035565386,0.000022225517],"domain_scores_gemma":[0.99970406,0.00003847826,0.000070878596,0.000019862184,0.00013167215,0.000034955756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002757748,0.00040093833,0.00021798792,0.0012776976,0.00038347946,0.0006320288,0.00017555564,0.00015736422,0.0019592452],"category_scores_gemma":[0.00032876414,0.00017980378,0.0002125069,0.0015025659,0.00022071894,0.00028255,0.00019436896,0.00012053258,0.00042681693],"study_design_candidate":"bench_or_experimental","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":[0.00037617193,0.0000776017,0.81813496,0.0003236119,0.00010832243,0.0008276189,0.0009297248,0.008429552,0.12655552,0.0005493176,0.00080579927,0.042881727],"study_design_scores_gemma":[0.000006419487,0.00013048772,0.977805,0.000020538595,0.000041699182,0.00015433723,0.00079206424,0.0043581007,0.014576248,0.00008645291,0.0020077485,0.000020769961],"about_ca_topic_score_codex":0.08277612,"about_ca_topic_score_gemma":0.16036898,"teacher_disagreement_score":0.08277612,"about_ca_system_score_codex":0.00082404976,"about_ca_system_score_gemma":0.00071425264,"threshold_uncertainty_score":0.16458863},"labels":[],"label_agreement":null},{"id":"W4221071083","doi":"10.33430/v29n1thie-2020-0041","title":"Impact of Micronutrient Technique (MNT) for biosolids reduction in wastewater treatment plants","year":2022,"lang":"en","type":"article","venue":"HKIE Transactions","topic":"Wastewater Treatment and Nitrogen Removal","field":"Environmental Science","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":"","keywords":"Biosolids; Waste management; Sewage treatment; Micronutrient; Biostimulation; Environmental science; Anoxic waters; Wastewater; Pulp and paper industry; Anaerobic digestion; Bioremediation; Chemistry; Environmental engineering; Environmental chemistry; Engineering; Biology; Ecology; Methane; Contamination","score_opus":0.015739007636938765,"score_gpt":0.25336484348660215,"score_spread":0.2376258358496634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221071083","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":[0.98784256,0.0059827566,0.0021723083,0.0003704778,0.000063977765,0.00005239521,0.00014109601,0.00006139119,0.0033130825],"genre_scores_gemma":[0.98993134,0.003519146,0.0045741377,0.00010576473,0.000014165153,0.000019101784,0.000085603286,0.000014384504,0.001736406],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99951077,0.00012523336,0.00003410712,0.000094124305,0.00017893656,0.000056868008],"domain_scores_gemma":[0.9998362,0.00003464428,0.00004745646,0.000008128869,0.000057328973,0.000016197297],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029208514,0.00033724654,0.00033515485,0.0004838857,0.00043871652,0.0007631199,0.00026365352,0.0005122892,0.0010152265],"category_scores_gemma":[0.00032298753,0.00009525827,0.00056817936,0.00037588197,0.00021635274,0.00041132118,0.00047086997,0.00029272772,0.00019106787],"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":[0.0006647922,0.00035970093,0.004001133,0.0013132704,0.000084367595,0.0003023617,0.00009109369,0.001693722,0.935195,0.00026278687,0.00033685335,0.055694927],"study_design_scores_gemma":[0.000040970892,0.002826277,0.020725757,0.00009866119,0.00016589319,0.00042167105,0.00048428806,0.0033783761,0.9615742,0.00022672834,0.010024428,0.000032813743],"about_ca_topic_score_codex":0.0036540886,"about_ca_topic_score_gemma":0.009260914,"teacher_disagreement_score":0.0036540886,"about_ca_system_score_codex":0.00068744423,"about_ca_system_score_gemma":0.00045109083,"threshold_uncertainty_score":0.0072656274},"labels":[],"label_agreement":null},{"id":"W4312047735","doi":"10.33430/v29n4thie-2022-0002","title":"Design criteria for strut-and-tie modelling in Hong Kong practice","year":2022,"lang":"en","type":"article","venue":"HKIE Transactions","topic":"Structural Behavior of Reinforced Concrete","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":"Impact Fund","keywords":"Eurocode; Engineering; Structural engineering; Bridge (graph theory); Flexural strength; Set (abstract data type); Design methods; Software; Code (set theory); Construction engineering; Computer science; Civil engineering; Mechanical engineering","score_opus":0.046826790827005124,"score_gpt":0.274228208137537,"score_spread":0.22740141731053187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312047735","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07012555,0.00076052244,0.8781304,0.00030119202,0.000091400565,0.00053218,0.00027592108,0.0004640615,0.049318783],"genre_scores_gemma":[0.60776883,0.0009439435,0.36284697,0.00011359206,0.000029040863,0.0008639334,0.00043275114,0.00022473553,0.026776085],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9974904,0.0007657069,0.0003503925,0.00020150663,0.0009726412,0.00021921619],"domain_scores_gemma":[0.99765044,0.00040335112,0.00028024017,0.0002096985,0.0013682161,0.00008812364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0038391594,0.0012634323,0.0006815344,0.0015721074,0.0007781727,0.0021251664,0.0015832938,0.0009185475,0.005242978],"category_scores_gemma":[0.005040493,0.0006129637,0.0007721176,0.00090855936,0.0012085699,0.001006286,0.0015231147,0.000597556,0.001376701],"study_design_candidate":"theoretical_or_conceptual","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":[0.00017770712,0.00012503519,0.01310298,0.0011406129,0.00007192187,0.0013976813,0.0025956715,0.59220606,0.020941896,0.18817164,0.009139701,0.17092907],"study_design_scores_gemma":[0.000055229175,0.0004144326,0.006646791,0.00054030196,0.00011913345,0.0005669481,0.0019514275,0.8615746,0.016982712,0.022024674,0.088992536,0.00013127246],"about_ca_topic_score_codex":0.040025935,"about_ca_topic_score_gemma":0.042349897,"teacher_disagreement_score":0.040025935,"about_ca_system_score_codex":0.0028885317,"about_ca_system_score_gemma":0.0049853954,"threshold_uncertainty_score":0.07958597},"labels":[],"label_agreement":null},{"id":"W787858845","doi":"10.1080/1023697x.2008.10668126","title":"Designing Reliable Transport Networks: The Multiple Network Spoiler Approach","year":2008,"lang":"en","type":"article","venue":"HKIE Transactions","topic":"Reliability and Maintenance Optimization","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":"Trinity College","funders":"National University of Singapore","keywords":"Reliability (semiconductor); Network planning and design; Computer science; Flow network; Transport network; Scheme (mathematics); Network simulation; Traffic flow (computer networking); Computer network; Distributed computing; Reliability engineering; Engineering; Mathematical optimization","score_opus":0.013407804385055825,"score_gpt":0.1705527980380868,"score_spread":0.15714499365303097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W787858845","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":[0.016957544,0.00020228488,0.9808193,0.00022061716,0.000020553203,0.00003207912,0.000021817057,0.00007117417,0.0016546036],"genre_scores_gemma":[0.78148305,0.00086253695,0.21331239,0.000096699805,0.00007882148,0.00020012085,0.00007898642,0.00010965718,0.003777711],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99887973,0.00059864763,0.000028903301,0.00014416687,0.00024374596,0.00010480544],"domain_scores_gemma":[0.99858236,0.0008322562,0.00020909186,0.00012855181,0.00017347866,0.00007431583],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020272955,0.0010014203,0.00078634184,0.00088942004,0.00046730353,0.0011230631,0.0014273388,0.0012578089,0.0018341219],"category_scores_gemma":[0.004119987,0.00072579074,0.00076478015,0.00060636573,0.0012720017,0.0022516074,0.001399597,0.0013905587,0.0001922099],"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":[0.000031552205,0.000012264426,0.00019319462,0.00003444761,0.00001536137,0.00005725546,0.000043746782,0.97549987,0.00073412724,0.016375558,0.00017404828,0.0068285745],"study_design_scores_gemma":[0.000006855115,0.000032678825,0.000043551518,0.0000057918082,0.000005844035,0.000018189114,0.000013816068,0.9896757,0.0002666541,0.009433213,0.0004924974,0.000005141074],"about_ca_topic_score_codex":0.0021619238,"about_ca_topic_score_gemma":0.001738098,"teacher_disagreement_score":0.0021619238,"about_ca_system_score_codex":0.0010443068,"about_ca_system_score_gemma":0.00094586273,"threshold_uncertainty_score":0.010721445},"labels":[],"label_agreement":null}]}