{"id":"W1865806178","doi":"10.1139/t2012-095","title":"Excavation effects on pile behaviour and capacity","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Pile; Centrifuge; Geotechnical engineering; Excavation; Dilatant; Stiffness; Dynamic load testing; Stress (linguistics); Stress relief; Engineering; Structural engineering; Geology; Materials science; Composite material","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003304607,0.000160405,0.0001587104,0.0001940517,0.000124716,0.00005005168,0.000129676,0.0002528149,0.00002516806],"category_scores_gemma":[0.0001460021,0.0001584972,0.0000541164,0.0001369113,0.00002041184,0.0001287428,0.00001134375,0.0008951243,0.00003848616],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000270105,"about_ca_system_score_gemma":0.00003019288,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004836846,"about_ca_topic_score_gemma":0.0001554687,"domain_scores_codex":[0.9989731,0.00002168017,0.0001856865,0.00009450205,0.0001542115,0.0005708197],"domain_scores_gemma":[0.9985994,0.00005912924,0.00001916534,0.0001716977,0.00002541072,0.00112521],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005134736,0.0002735383,0.004136326,0.0005992109,0.0003153205,0.0005036609,0.000811119,0.4391602,0.01321653,0.04157962,0.05097402,0.4483791],"study_design_scores_gemma":[0.003562271,0.001492258,0.3294859,0.001163172,0.0003690914,0.005633203,0.0001332621,0.4126356,0.02729702,0.007943205,0.2058617,0.00442332],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.98621,0.0005167398,0.01067794,0.0003222616,0.00120576,0.0001548201,0.00001167873,0.0003736631,0.0005271724],"genre_scores_gemma":[0.9989361,0.00006713837,0.0003701795,0.0001958863,0.0003643858,0.000009128976,0.000002210953,0.00003403256,0.00002090962],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4439558,"threshold_uncertainty_score":0.6463328,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0091175250366378,"score_gpt":0.1794855923343528,"score_spread":0.170368067297715,"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."}}