Undrained end bearing capacity of an improved soil berm in an excavation

• المؤلفون الرئيسيون: Zhang, YD, Tan, TS, Leung, CF
• مؤلفون آخرون: CIVIL AND ENVIRONMENTAL ENGINEERING
• التنسيق: مقال
• اللغة: English
• منشور في: JAPANESE GEOTECHNICAL SOC 2021
• الموضوعات: Science & Technology; Technology; Physical Sciences; Engineering, Geological; Geosciences, Multidisciplinary; Engineering; Geology; bearing capacity; excavation; finite element; improved berm; upper bound (IGC : E6/H2); DEEP EXCAVATION; STABILITY; PREDICTION
• الوصول للمادة أونلاين: https://scholarbank.nus.edu.sg/handle/10635/211096
• المؤسسة: National University of Singapore

10.3208/sandf.48.433