{"id":"W2617429546","doi":"10.1139/cgj-2016-0561","title":"Semi-analytical approach for time-dependent load–settlement response of a jacked pile in clay strata","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Pile; Consolidation (business); Geotechnical engineering; Bearing capacity; Axial symmetry; Nonlinear system; Structural engineering; Settlement (finance); Modulus; Geology; Exponential function; Engineering; Materials science; Mathematics; Computer science; Physics","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":[0.0001577926,0.0005605791,0.0003376583,0.0004985717,0.0003448262,0.0004393489,0.0009991446,0.0006954303,0.001835002],"category_scores_gemma":[0.0005133474,0.0003175494,0.0006011197,0.0002990211,0.0004060347,0.0004127611,0.0004499948,0.0003956063,0.0006662643],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004307373,"about_ca_system_score_gemma":0.0007175363,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006112648,"about_ca_topic_score_gemma":0.005174617,"domain_scores_codex":[0.9998994,0.00001504411,0.000004399875,0.00001481186,0.00005153509,0.00001483431],"domain_scores_gemma":[0.9997763,0.00007942719,0.00003701709,0.00002451997,0.00007177689,0.00001093931],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002598951,0.00004285109,0.0007012969,0.0001298472,0.00001077017,0.0002317222,0.0001593497,0.944429,0.03281208,0.002738304,0.0003367097,0.01838212],"study_design_scores_gemma":[0.000001121747,0.000007358266,0.0001161132,0.000002543455,0.000001675056,0.00001988205,0.00001078697,0.9982274,0.001215857,0.0001766481,0.0002172792,0.000003375796],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.1261395,0.0002867748,0.8591955,0.00008744394,0.00003239075,0.0001236687,0.0001615484,0.001283185,0.01269],"genre_scores_gemma":[0.9396604,0.000394978,0.05343036,0.00003570904,0.00001459685,0.0001477176,0.0001398279,0.0001212044,0.006055172],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.006112648,"threshold_uncertainty_score":0.0121541,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01731679309820303,"score_gpt":0.2341185798300705,"score_spread":0.2168017867318675,"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."}}