Finite difference analyses were conducted to explore the possible behaviour of soil nails in loose fill slopes which were formed by strain-softening materials. Numerical models simulating a 20 m high 35Β°loose fill slope were set up. With the use of an undrained strain-softening soil model, the behav
β¦ LIBER β¦
Numerical study on rainfall infiltration in rock-soil slop
β Scribed by Yuewu Liu; Qingquan Liu; Huixin Chen; Xin Gong; Dawei Zhang; Deliang Yao; Lianxiang Li
- Book ID
- 111785080
- Publisher
- SP Science China Press
- Year
- 2005
- Tongue
- English
- Weight
- 552 KB
- Volume
- 48
- Category
- Article
- ISSN
- 1006-9321
- DOI
- 10.1360/04zze18
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