{"id":"W2918380999","doi":"10.1139/cgj-2018-0503","title":"In situ stress states and lateral deformations of soil–bentonite cutoff walls during consolidation process","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Science Foundation","keywords":"Consolidation (business); Geotechnical engineering; Cutoff; Geology; Pore water pressure; Bentonite; Isotropy; Lateral earth pressure; Stress (linguistics); Lateral strain; Effective stress","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002207082,0.0004828499,0.0003790433,0.0002273833,0.000288533,0.0003451902,0.0002201781,0.0003542558,0.001168682],"category_scores_gemma":[0.0002650832,0.0002147665,0.0002566127,0.0003165875,0.0003899182,0.000352967,0.0003472619,0.0004853251,0.0001854339],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000158249,"about_ca_system_score_gemma":0.0001992392,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001203178,"about_ca_topic_score_gemma":0.002631697,"domain_scores_codex":[0.9998412,0.000008589983,0.00001162553,0.00003285606,0.00005458036,0.0000510889],"domain_scores_gemma":[0.9997439,0.00004316245,0.00006027561,0.00002598632,0.00007251404,0.00005425723],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002211549,0.00005403418,0.00546744,0.00002485488,0.00000648758,0.0001841146,0.0001690174,0.0005478579,0.991045,0.00003039846,0.00001893489,0.002230701],"study_design_scores_gemma":[0.00001360584,0.001034772,0.09951206,0.00001370621,0.00002769799,0.0001674734,0.0006887176,0.003703939,0.8942679,0.00005516263,0.0004916878,0.00002322054],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994486,0.00002646795,0.0003072414,0.000002750099,0.000002163398,0.000003310698,0.00005012723,0.000007292075,0.000152095],"genre_scores_gemma":[0.9991103,0.00003170592,0.0003961082,0.000003817541,0.000001230168,0.000007378897,0.0000810692,0.000004215434,0.0003642107],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001203178,"threshold_uncertainty_score":0.003909588,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.003346130214897417,"score_gpt":0.1888192095143818,"score_spread":0.1854730792994844,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}