3D Numerical Analysis of Piled Raft Foundation on Soft Soil Improved by Stone Columns

This study investigated the behavior of piled raft foundations in soft soil improved by stone columns of different lengths and diameters. Three-dimensional (3D) finite element analyses were conducted to evaluate the effects of area replacement ratio and slenderness ratio on settlement behavior under...

詳細記述

書誌詳細
出版年:Transportation Infrastructure Geotechnology
第一著者: 2-s2.0-85219699962
フォーマット: 論文
言語:English
出版事項: Springer 2025
オンライン・アクセス:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85219699962&doi=10.1007%2fs40515-025-00539-2&partnerID=40&md5=f988c2a71f415ed6a2159212c105cb13