{"id":"W7067082820","doi":"","title":"Meaning, measurement, and field application of fully softened shear strength of stiff clays and clay shales","year":2019,"lang":"en","type":"article","venue":"IDEALS (University of Illinois Urbana-Champaign)","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"University of Illinois at Urbana-Champaign","keywords":"Shear (geology); Shear strength (soil); Residual strength; Direct shear test; Compressive strength; Triaxial shear test; Pure shear; Plasticity","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":[],"consensus_categories":[],"category_scores_codex":[0.0003409442,0.000123598,0.000302433,0.00007228915,0.00007995208,0.000005960401,0.0001720572,0.0001496444,0.0004499244],"category_scores_gemma":[0.00002111902,0.0001206641,0.00006880458,0.0001321529,0.0002120434,0.000153025,0.0001572525,0.0001047956,0.00001239533],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004149595,"about_ca_system_score_gemma":0.00001580859,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002058592,"about_ca_topic_score_gemma":0.0005958934,"domain_scores_codex":[0.9989493,0.000040122,0.0001983265,0.0002843562,0.0003675978,0.000160337],"domain_scores_gemma":[0.9992713,0.00006764408,0.0002717772,0.0002426091,0.00005348258,0.0000931757],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0005527007,0.000359082,0.6668266,0.0005683989,0.0003861013,0.00001043606,0.009531362,0.001796026,0.256141,0.005330299,0.002406954,0.05609096],"study_design_scores_gemma":[0.009270253,0.003437308,0.8627381,0.0007734051,0.0008247298,0.00003415343,0.01235688,0.02939416,0.05084531,0.009228674,0.01929126,0.001805786],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9921526,0.0003662168,0.0022966,0.0001952611,0.00002951744,0.0002672248,0.00002505687,0.00001600827,0.004651542],"genre_scores_gemma":[0.9983336,0.0002895978,0.001096349,0.00002802419,0.000007060333,2.508636e-7,0.000005267189,0.000007628935,0.0002322131],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2052957,"threshold_uncertainty_score":0.4926356,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007388860371173761,"score_gpt":0.1765167745661789,"score_spread":0.1691279141950051,"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."}}