000011174 001__ 11174
000011174 005__ 20141205155843.0
000011174 04107 $$aeng
000011174 046__ $$k2008-10-12
000011174 100__ $$aNiu , Qi-Ying
000011174 24500 $$aShaking Table Tests on Liquefiable Sandy Soil Reinforced by Different Length Pile

000011174 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011174 260__ $$b
000011174 506__ $$arestricted
000011174 520__ $$2eng$$aSmall shaking table tests were carried out to study the liquefiability of the sandy soil by monitoring the pore pressure during and after the shaking in the model foundation strengthened by different length pile.The result shows that: strengthening the liquefiable sandy soil by sand pile, neither the longer piles produce better effect when same pile spacing; nor the closer piles produce better effect when same pile length. Under certain conditions, good anti-liquefaction result can not be reached by long pile densely placed.

000011174 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011174 653__ $$asandy soil liquefaction, strengthening, shaking table test

000011174 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011174 720__ $$aNiu , Qi-Ying$$iWu, Yong-Juan$$iYan, Wei-Ze
000011174 8560_ $$ffischerc@itam.cas.cz
000011174 8564_ $$s103459$$uhttps://invenio.itam.cas.cz/record/11174/files/04-02-0126.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-02-0126.
000011174 962__ $$r9324
000011174 980__ $$aPAPER