{"id":"W2380801291","doi":"","title":"Semi-analytical solution to cavity expansion in crushable sands","year":2009,"lang":"en","type":"article","venue":"Chinese Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Deformation (meteorology); Mechanics; Particle flow; Materials science; Solver; Stress (linguistics); Particle (ecology); Geology; Mathematics; Physics; Composite material","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007128997,0.0003464215,0.0006700212,0.0005925057,0.00002831263,0.00003704106,0.0003911426,0.0003198571,0.00001319239],"category_scores_gemma":[0.0007411672,0.0002953453,0.0002403653,0.001039861,0.000009972465,0.0002953357,0.00004920958,0.001160158,0.00001182526],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002736394,"about_ca_system_score_gemma":0.00002926489,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005244263,"about_ca_topic_score_gemma":0.000001708241,"domain_scores_codex":[0.9979548,0.00001465128,0.0008768417,0.0001937194,0.0004228216,0.0005371485],"domain_scores_gemma":[0.9990323,0.0001035536,0.000057451,0.0003174107,0.0000893361,0.0003999495],"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":[0.00002025221,0.00005518397,0.000008419772,0.00003368682,0.00001441682,0.00006714732,0.00002960364,0.9757961,0.01908164,0.0002693807,0.0001835659,0.004440595],"study_design_scores_gemma":[0.0004935586,0.0002613704,0.004851174,0.0002580436,0.00002061473,0.0001590256,0.000004372723,0.9910699,0.001066066,0.0004071339,0.00106035,0.0003484493],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7647313,0.0004218808,0.2332129,0.0004659167,0.0004958421,0.0001336594,0.000002300442,0.0003913858,0.0001447975],"genre_scores_gemma":[0.9974833,0.00007846447,0.002078687,0.00006979872,0.000226602,0.000004013856,0.00000149549,0.00004271081,0.00001498943],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2327519,"threshold_uncertainty_score":0.9999499,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00593591608881926,"score_gpt":0.2217862938930991,"score_spread":0.2158503778042798,"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."}}