000012324 001__ 12324
000012324 005__ 20141205160042.0
000012324 04107 $$aeng
000012324 046__ $$k2008-10-12
000012324 100__ $$aZhao, Lei
000012324 24500 $$aRupture Characteristics of the Overlaying Soil with Interlayer Due to Reverse Faulting

000012324 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012324 260__ $$b
000012324 506__ $$arestricted
000012324 520__ $$2eng$$aIn this paper, the rupture characteristics of the overlaying soil with soft/stiff interlayer were studied by plane-strain finite element method. From the results, it can be shown that the existence of soft layer separates rupture process of the overlaying soil into two phases. The depth of a buried soft interlayer will influence the rupture process and the rupture range of the overlaying soil. The deeply buried soft interlayer would bring about a wider range of surface failure. In addition, the thickness of the soft layer also has effect on the rupture process and rupture range of the overlaying soil. Comparing with the soft interlayer, influence of the stiff interlayer is smaller.

000012324 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012324 653__ $$afault, soft interlayer, stiff interlayer, overlaying soil, finite element method

000012324 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012324 720__ $$aZhao, Lei$$iLi, Xiaojun$$iLiu, Aiwen
000012324 8560_ $$ffischerc@itam.cas.cz
000012324 8564_ $$s259258$$uhttps://invenio.itam.cas.cz/record/12324/files/07-0144.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 07-0144.
000012324 962__ $$r9324
000012324 980__ $$aPAPER