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

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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...

وصف كامل

التفاصيل البيبلوغرافية
الحاوية / القاعدة:	TRANSPORTATION INFRASTRUCTURE GEOTECHNOLOGY
المؤلفون الرئيسيون:	Jais, Ismacahyadi Bagus Mohamed; Rahman, Sharifah Nur Syafiqah Syed Abdul; Lat, Diana Che
التنسيق:	مقال
اللغة:	English
منشور في:	SPRINGERNATURE 2025
الموضوعات:	Engineering
الوصول للمادة أونلاين:	https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001406418700002

مواد مشابهة

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