{"id":"W2112512366","doi":"10.1139/cgj-2015-0231","title":"Three-dimensional effects in low-strain integrity testing of piles: analytical solution","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Ultrasonics and Acoustic Wave Propagation","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Higher Education Discipline Innovation Project; National Natural Science Foundation of China","keywords":"Pile; Hammer; Head (geology); Structural engineering; Geotechnical engineering; Dynamic load testing; Modulus; Interpretation (philosophy); RADIUS; Engineering; Mechanics; Geology; Mathematics; Computer science; Geometry; 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":[0.0003754964,0.0006279653,0.000482055,0.0007934784,0.0003845243,0.001080714,0.0009729373,0.001561209,0.001598305],"category_scores_gemma":[0.002030474,0.0005225741,0.0006090063,0.0005821385,0.001342689,0.0009454965,0.0008417066,0.0007079183,0.0004810831],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006158025,"about_ca_system_score_gemma":0.0006272837,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005803473,"about_ca_topic_score_gemma":0.004777487,"domain_scores_codex":[0.9997671,0.00005302587,0.000008271251,0.00002445235,0.0001042951,0.00004292201],"domain_scores_gemma":[0.9995219,0.0002620104,0.00008364061,0.00004119085,0.00007177689,0.00001955356],"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":[0.00003048829,0.00003127676,0.0007569719,0.0001142493,0.00001054734,0.0004910991,0.0001776817,0.9579994,0.01659334,0.01011376,0.0002548527,0.01342625],"study_design_scores_gemma":[0.000002295482,0.00001319479,0.0002352791,0.000009234232,0.000004244553,0.00007130038,0.0000406927,0.995544,0.001671225,0.002102115,0.0002975928,0.000008772159],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07002565,0.0004695361,0.9187914,0.0002570351,0.00002997267,0.00004478736,0.00007765857,0.0004136591,0.009890346],"genre_scores_gemma":[0.9507262,0.0009011218,0.04199443,0.00008530319,0.00002632907,0.0000640182,0.00005737782,0.00008768243,0.006057498],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005803473,"threshold_uncertainty_score":0.0115394,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02413256221194516,"score_gpt":0.226563238204206,"score_spread":0.2024306759922609,"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."}}