000010747 001__ 10747
000010747 005__ 20141205155759.0
000010747 04107 $$aeng
000010747 046__ $$k2008-10-12
000010747 100__ $$aLiu, Hong-Shuai
000010747 24500 $$aEffects of Maximum Shear Modulus on Soil Dynamic Properties and Seismic Response of Soil Layer

000010747 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010747 260__ $$b
000010747 506__ $$arestricted
000010747 520__ $$2eng$$aMaximum shear modulus is one of the most important parameters effecting shear modulus ratio, damping ratio and seismic response of soil. Usually, maximum shear modulus is determined by strain method in laboratory, rather than by shear velocity method in-situ, and based on it, shear modulus ratio and damping ratio of soil can be provided. The effect of maximum shear modulus by shear velocity method and shear strain method on shear modulus ratio, damping ratio and seismic response of soil are studied. And, the relationship of shear modulus ratio and damping ratio for two methods is established. The results shows that the effects of maximum shear modulus on shear modulus ratio, damping ratio and seismic response of soil are obvious and should not be neglected.

000010747 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010747 653__ $$a

000010747 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010747 720__ $$aLiu, Hong-Shuai$$iLiu, De-Dong$$iBo, Jing-Shan
000010747 8560_ $$ffischerc@itam.cas.cz
000010747 8564_ $$s337999$$uhttps://invenio.itam.cas.cz/record/10747/files/12-01-0060.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0060.
000010747 962__ $$r9324
000010747 980__ $$aPAPER