000018464 001__ 18464
000018464 005__ 20170118182223.0
000018464 04107 $$aeng
000018464 046__ $$k2017-01-09
000018464 100__ $$aSetoguchi, Shuzo
000018464 24500 $$aModel Shake Table Tests and Numerical Analysis on Seismic Behavior of Gravity Type Quay Wall Using a Coarse-Grained Rock Waste

000018464 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018464 260__ $$b
000018464 506__ $$arestricted
000018464 520__ $$2eng$$aThe 2011 of the Pacific coast of Tohoku Earthquake caused the damages of mooring facilities, such as seaward displacement of quay walls and subsidence of backfill ground. It is supposed that ground surface subsidence at quays reclaimed with coarse-grained rock waste were influenced by its volumetric shrinkage characteristic during the earthquake. In this paper, we conducted shaking table tests with laminar shear box, indicating the relationship between the volumetric strain and relative density of coarse-grained rock waste. Further, conducting shaking table tests of a gravity type quay wall, it is clarified that horizontal displacement of the gravity type quay is less dependent on density of the coarse-grained rock waste. Effective stress analysis was carried out to simulate the results of the laminar shear box test and the model quay wall test, using the same model parametars for the coarse-grained rock waste.

000018464 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018464 653__ $$acoarse-grained rock waste, shake table test, effective stress analysis

000018464 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018464 720__ $$aSetoguchi, Shuzo
000018464 8560_ $$ffischerc@itam.cas.cz
000018464 8564_ $$s1234503$$uhttps://invenio.itam.cas.cz/record/18464/files/1506.pdf$$yOriginal version of the author's contribution as presented on USB, paper 1506.
000018464 962__ $$r16048
000018464 980__ $$aPAPER