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...
| الحاوية / القاعدة: | Transportation Infrastructure Geotechnology |
|---|---|
| المؤلف الرئيسي: | |
| التنسيق: | مقال |
| اللغة: | English |
| منشور في: |
Springer
2025
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| الوصول للمادة أونلاين: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85219699962&doi=10.1007%2fs40515-025-00539-2&partnerID=40&md5=f988c2a71f415ed6a2159212c105cb13 |