{"cited_by_count":621996,"description":"This cluster of papers focuses on geotechnical engineering, particularly on factors of safety and reliability. It covers topics such as slope stability analysis, spatial variability of soil properties, probabilistic methods for stability analysis, tunneling effects, and ground movements due to excavation. The papers also delve into finite element analysis, Bayesian optimization for predicting soil properties, and the impact of tunneling on existing infrastructure.","display_name":"Geotechnical Engineering and Analysis","domain_id":"3","external_ids":{"openalex":"https://openalex.org/T11046","wikipedia":"https://en.wikipedia.org/wiki/Geotechnical_engineering"},"field_id":"22","id":"T11046","keywords":[{"display_name":"slope stability","id":"slope-stability","score":0.3767,"url":"https://openalex.org/keywords/slope-stability"},{"display_name":"safety factor","id":"safety-factor","score":0.2942,"url":"https://openalex.org/keywords/safety-factor"},{"display_name":"limit equilibrium analysis","id":"limit-equilibrium-analysis","score":0.6062,"url":"https://openalex.org/keywords/limit-equilibrium-analysis"},{"display_name":"slope stability analysis","id":"slope-stability-analysis","score":0.6725,"url":"https://openalex.org/keywords/slope-stability-analysis"},{"display_name":"retaining walls","id":"retaining-walls","score":0.2962,"url":"https://openalex.org/keywords/retaining-walls"},{"display_name":"deep excavation","id":"deep-excavation","score":0.748,"url":"https://openalex.org/keywords/deep-excavation"},{"display_name":"slope failure","id":"slope-failure","score":0.278,"url":"https://openalex.org/keywords/slope-failure"},{"display_name":"slope stabilization","id":"slope-stabilization","score":0.3501,"url":"https://openalex.org/keywords/slope-stabilization"},{"display_name":"ground settlement","id":"ground-settlement","score":0.4971,"url":"https://openalex.org/keywords/ground-settlement"},{"display_name":"rock slope stability","id":"rock-slope-stability","score":0.4048,"url":"https://openalex.org/keywords/rock-slope-stability"},{"display_name":"retaining structures","id":"retaining-structures","score":0.4619,"url":"https://openalex.org/keywords/retaining-structures"},{"display_name":"deep foundation pit","id":"deep-foundation-pit","score":0.7615,"url":"https://openalex.org/keywords/deep-foundation-pit"},{"display_name":"shield tunneling","id":"shield-tunneling","score":0.2956,"url":"https://openalex.org/keywords/shield-tunneling"},{"display_name":"excavation support","id":"excavation-support","score":0.6701,"url":"https://openalex.org/keywords/excavation-support"},{"display_name":"slope reinforcement","id":"slope-reinforcement","score":0.5645,"url":"https://openalex.org/keywords/slope-reinforcement"},{"display_name":"earth pressure","id":"earth-pressure","score":0.3028,"url":"https://openalex.org/keywords/earth-pressure"},{"display_name":"strength reduction method","id":"strength-reduction-method","score":0.6587,"url":"https://openalex.org/keywords/strength-reduction-method"},{"display_name":"diaphragm walls","id":"diaphragm-walls","score":0.5269,"url":"https://openalex.org/keywords/diaphragm-walls"},{"display_name":"soil nailing","id":"soil-nailing","score":0.4842,"url":"https://openalex.org/keywords/soil-nailing"},{"display_name":"foundation pit support","id":"foundation-pit-support","score":0.6906,"url":"https://openalex.org/keywords/foundation-pit-support"},{"display_name":"surface settlement","id":"surface-settlement","score":0.5698,"url":"https://openalex.org/keywords/surface-settlement"},{"display_name":"geotechnical design","id":"geotechnical-design","score":0.2996,"url":"https://openalex.org/keywords/geotechnical-design"},{"display_name":"soil spatial variability","id":"soil-spatial-variability","score":0.2134,"url":"https://openalex.org/keywords/soil-spatial-variability"},{"display_name":"slope deformation","id":"slope-deformation","score":0.3082,"url":"https://openalex.org/keywords/slope-deformation"},{"display_name":"lateral earth pressure","id":"lateral-earth-pressure","score":0.3417,"url":"https://openalex.org/keywords/lateral-earth-pressure"}],"legacy_keywords":["Slope Stability Analysis","Spatial Variability","Probabilistic Methods","Tunneling","Soil Properties","Reliability Analysis","Finite Element Analysis","Bayesian Optimization","Ground Movements","Excavation"],"openalex_id":"https://openalex.org/T11046","source_created_date":"2024-01-23T15:27:09","source_updated_date":"2026-10-17T03:02:00","subfield_id":"2213","url":"/topics/T11046","works_api_url":"https://api.openalex.org/works?filter=topics.id:T11046","works_count":113810,"label":"Geotechnical Engineering and Analysis","provider":"openalex","revision":"09f96d0d737c6b3b","taxonomy_revision":"f050b5d4780b1289","title":"Geotechnical Engineering and Analysis","kind":"topic-directory","aeo_cohort":"topic-directory","catalogue_revision":"f050b5d4780b1289","numeric_address":"36240488453508789","address_version":"morton4x16-v1","coordinates":[3,22,2213,11046],"answer_status":"Directory metadata; local answer requires separate source review","truth_status":"Subject descriptor, not a factual answer or a demonstrated knowledge gap","reviewed_answer":null}