000010708 001__ 10708
000010708 005__ 20141205155755.0
000010708 04107 $$aeng
000010708 046__ $$k2008-10-12
000010708 100__ $$aLi, Yurun
000010708 24500 $$aStudy on the Lateral Dynamic Response of Pile Foundation in Liquefiable Soil Layer

000010708 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010708 260__ $$b
000010708 506__ $$arestricted
000010708 520__ $$2eng$$aThe reasonability of the main computational method of seismic lateral capacity of pile is discussed and the disadvantages of the pseudo-static and coefficient-discounted method are also pointed based on the shaking table test. The p-y curves are got in the paper indicate both the co-efficient-discounted method and using lateral displacement of pile instead of soil-pile relative displacement are not agreeable with the real situation; Fundamental idea of pseudo-static method is not agreeable with mechanism in actual. The pile response can not be obtained simply by discounting lateral stiffness of non-liquefiable soil layer. Calculated results by using pseudo-static method disagree with real situation especially in small displacement range. Calculating results by using pseudo-static method are quite conservative even can not be accepted in engineering practice.

000010708 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010708 653__ $$aShaking table test, co-efficient-discounted method, soil-pile interaction, pseudo-static method, p-y curve

000010708 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010708 720__ $$aLi, Yurun$$iYuan, Xiaoming$$iLiang, Yan
000010708 8560_ $$ffischerc@itam.cas.cz
000010708 8564_ $$s155240$$uhttps://invenio.itam.cas.cz/record/10708/files/04-01-0120.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-01-0120.
000010708 962__ $$r9324
000010708 980__ $$aPAPER