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Laboratory study on soil behavior in loess slope subjected to infiltration

โœ Scribed by Zhou, Y.F.; Tham, L.G.; Yan, W.M.; Dai, F.C.; Xu, L.

Book ID
126582409
Publisher
Elsevier Science
Year
2014
Tongue
English
Weight
733 KB
Volume
183
Category
Article
ISSN
0013-7952

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โœ C.Y. Cheuk; C.W.W. Ng; H.W. Sun ๐Ÿ“‚ Article ๐Ÿ“… 2005 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 452 KB

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 35ยฐloose fill slope were set up. With the use of an undrained strain-softening soil model, the behav