Numerical experiments of soil nails in l
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C.Y. Cheuk; C.W.W. Ng; H.W. Sun
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Article
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2005
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Elsevier Science
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English
⚖ 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 35°loose fill slope were set up. With the use of an undrained strain-softening soil model, the behav