000012247 001__ 12247
000012247 005__ 20141205160034.0
000012247 04107 $$aeng
000012247 046__ $$k2008-10-12
000012247 100__ $$aYuan, Juwei
000012247 24500 $$aStatic and Dynamic Analysis on the Gravity Dam Anti-Sliding Stability under United form Between Dam and Plant

000012247 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012247 260__ $$b
000012247 506__ $$arestricted
000012247 520__ $$2eng$$aIn this paper, the deep and shallow anti-sliding stability of gravity dam under united form between dam and plant is analyzed in Jin’anqiao hydropower plant sect, through the method of limit equilibrium and strength accumulation coefficient method. Based on the geological data, from which the left plane in double-inclined slide mode can be ascertained, a function is educed between structure coefficient and obliquity of the right plane in the double-inclined slide mode; then the worst anti-sliding structure coefficient can be known. At the same time, strength accumulation coefficient method is adopted for safety checking. The results of the both methods show, for the Jin’anqiao hydropower riverbed dam sect, the deep and shallow anti-sliding stability can be ensured, and the united form can well improve anti-sliding stability of the dam bedrock.

000012247 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012247 653__ $$agravity dam, united form between plant and dam, anti-sliding stability, limit equilibrium method, strength accumulation coefficient method

000012247 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012247 720__ $$aYuan, Juwei$$iDu, Chengbin$$iHong, Yongwen$$iLiu, Zhiming
000012247 8560_ $$ffischerc@itam.cas.cz
000012247 8564_ $$s342668$$uhttps://invenio.itam.cas.cz/record/12247/files/05-01-0490.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0490.
000012247 962__ $$r9324
000012247 980__ $$aPAPER