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Stress Dilatancy of Natural Soft Clay under an Undrained Creep Condition

✍ Scribed by Wang, Li-Zhong; Yin, Zhen-Yu

Book ID
125482796
Publisher
American Society of Civil Engineers
Year
2015
Tongue
English
Weight
494 KB
Volume
15
Category
Article
ISSN
1532-3641

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πŸ“œ SIMILAR VOLUMES

Stability of an unsupported vertical cir
Stability of an unsupported vertical circular excavation in clays under undrained condition
✍ Vishwas N. Khatri; Jyant Kumar πŸ“‚ Article πŸ“… 2010 πŸ› Elsevier Science 🌐 English βš– 588 KB

By using the axisymmetric finite elements static limit analysis formulation, proposed recently by the authors, the stability numbers (cH/c o ) for an unsupported vertical circular excavation in clays, whose cohesion increases with depth, have been determined under undrained condition; c = unit weigh