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...

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发表在:Transportation Infrastructure Geotechnology
主要作者: 2-s2.0-85219699962
格式: 文件
语言:English
出版: Springer 2025
在线阅读:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85219699962&doi=10.1007%2fs40515-025-00539-2&partnerID=40&md5=f988c2a71f415ed6a2159212c105cb13