{"id":"https://openalex.org/T10233","display_name":"Geotechnical Engineering and Soil Mechanics","description":"This cluster of papers focuses on soil mechanics in geotechnical engineering practice, with a particular emphasis on topics such as liquefaction resistance, particle shape effects on soil behavior, deformation measurement techniques, shear deformation of granular media, cone penetration tests, breakage mechanics, assessment of soil liquefaction potential, numerical simulations of granular media behavior, pile foundation design, and geotechnical centrifuge modelling.","keywords":[{"id":"https://openalex.org/keywords/pile-foundations","display_name":"pile foundations","score":0.5801},{"id":"https://openalex.org/keywords/pile-soil-interaction","display_name":"pile-soil interaction","score":0.703},{"id":"https://openalex.org/keywords/soil-mechanics","display_name":"soil mechanics","score":0.4443},{"id":"https://openalex.org/keywords/sand","display_name":"sand","score":0.283},{"id":"https://openalex.org/keywords/pile-bearing-capacity","display_name":"pile bearing capacity","score":0.8471},{"id":"https://openalex.org/keywords/soil-liquefaction","display_name":"soil liquefaction","score":0.5796},{"id":"https://openalex.org/keywords/liquefaction","display_name":"liquefaction","score":0.3735},{"id":"https://openalex.org/keywords/bored-piles","display_name":"bored piles","score":0.5818},{"id":"https://openalex.org/keywords/foundation-design","display_name":"foundation design","score":0.3323},{"id":"https://openalex.org/keywords/cone-penetration-test","display_name":"cone penetration test","score":0.6807},{"id":"https://openalex.org/keywords/granular-soils","display_name":"granular soils","score":0.5196},{"id":"https://openalex.org/keywords/undrained-shear-strength","display_name":"undrained shear strength","score":0.5688},{"id":"https://openalex.org/keywords/geotechnical-terminology","display_name":"geotechnical terminology","score":0.3172},{"id":"https://openalex.org/keywords/pile-load-test","display_name":"pile load test","score":0.8858},{"id":"https://openalex.org/keywords/soft-clay","display_name":"soft clay","score":0.3772},{"id":"https://openalex.org/keywords/pile-groups","display_name":"pile groups","score":0.6852},{"id":"https://openalex.org/keywords/centrifuge-modeling","display_name":"centrifuge modeling","score":0.4562},{"id":"https://openalex.org/keywords/excess-pore-pressure","display_name":"excess pore water pressure","score":0.485},{"id":"https://openalex.org/keywords/angle-of-internal-friction","display_name":"internal friction angle","score":0.2038},{"id":"https://openalex.org/keywords/standard-penetration-test","display_name":"standard penetration test","score":0.6636},{"id":"https://openalex.org/keywords/deep-foundations","display_name":"deep foundations","score":0.5443},{"id":"https://openalex.org/keywords/foundation-settlement","display_name":"foundation settlement","score":0.3299},{"id":"https://openalex.org/keywords/void-ratio","display_name":"void ratio","score":0.3533},{"id":"https://openalex.org/keywords/pile-installation","display_name":"pile installation","score":0.7557},{"id":"https://openalex.org/keywords/static-load-test","display_name":"static load test","score":0.3576}],"legacy_keywords":"Liquefaction Resistance; 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