三峽庫(kù)區(qū)某庫(kù)岸滑坡地震動(dòng)力響應(yīng)機(jī)制分析
[Abstract]:The dynamic response analysis of a reservoir bank landslide in the three Gorges reservoir area was carried out under earthquake action. The dynamic response of landslide earthquake in reservoir bank is analyzed by using Quake,Seep,Slope module in Geo-Studio. The results show that: (1) under earthquake action, the landslide appears a phenomenon similar to "whipping effect", the amplitude of the upper surface layer is larger than that of the lower part, and the deformation of the upper and lower parts is out of sync, showing the "S" deformation sign as a whole; (2) the whole landslide shows different degree of acceleration amplification, and the degree of amplification is related to the topographic fluctuation and the overall slope of the slope; (3) the first liquefaction occurred in the front edge of the reservoir bank. With the continuation of the earthquake, the liquefaction zone spread along the sliding direction, but the surface layer in the middle area was very difficult to liquefy, and the final rear edge also showed a tendency of local liquefaction or weak liquefaction. (4) considering the excess pore water pressure, the landslide stability coefficient after seismic inertia force and strength reduction is far less than 1, and the irreversible plastic deformation will occur when the average acceleration of the slide surface is greater than a certain critical value. The results of the study provide a reference for the landslide treatment of the reservoir.
【作者單位】: 三峽大學(xué)土木與建筑學(xué)院;三峽地區(qū)地質(zhì)災(zāi)害與生態(tài)環(huán)境湖北省協(xié)同創(chuàng)新中心;湖北長(zhǎng)江三峽滑坡國(guó)家野外科學(xué)觀測(cè)研究站;三峽大學(xué)科技學(xué)院;
【基金】:國(guó)家自然科學(xué)基金項(xiàng)目(41302260) 三峽大學(xué)碩士學(xué)位論文培優(yōu)基金(2016PY014) 湖北省科技支撐計(jì)劃項(xiàng)目(2015BCE070) 湖北省自然科學(xué)基金創(chuàng)新群體項(xiàng)目(2015CFA025) 防災(zāi)減災(zāi)湖北省重點(diǎn)實(shí)驗(yàn)室開(kāi)放基金(2016KJZ16)
【分類號(hào)】:P642.22
【參考文獻(xiàn)】
相關(guān)期刊論文 前5條
1 卓莉;何江達(dá);謝紅強(qiáng);肖明礫;;不同邊界和地基條件的大型滑坡體動(dòng)力響應(yīng)分析[J];巖土力學(xué);2012年11期
2 錢海濤;張力方;蘭景巖;王思敬;;強(qiáng)震作用下山區(qū)滑坡穩(wěn)定臨界位移分析[J];巖石力學(xué)與工程學(xué)報(bào);2012年S1期
3 黃潤(rùn)秋;;汶川8.0級(jí)地震觸發(fā)崩滑災(zāi)害機(jī)制及其地質(zhì)力學(xué)模式[J];巖石力學(xué)與工程學(xué)報(bào);2009年06期
4 黃潤(rùn)秋;李為樂(lè);;“5.12”汶川大地震觸發(fā)地質(zhì)災(zāi)害的發(fā)育分布規(guī)律研究[J];巖石力學(xué)與工程學(xué)報(bào);2008年12期
5 鄭穎人,趙尚毅;有限元強(qiáng)度折減法在土坡與巖坡中的應(yīng)用[J];巖石力學(xué)與工程學(xué)報(bào);2004年19期
【共引文獻(xiàn)】
相關(guān)期刊論文 前10條
1 荊翔;楊志強(qiáng);;天山公路北段崩塌發(fā)育規(guī)律及變形失穩(wěn)模式研究[J];公路;2017年06期
2 羅福君;周曉軍;;基于遍布節(jié)理模型的順層邊坡穩(wěn)定性影響因素分析[J];鐵道標(biāo)準(zhǔn)設(shè)計(jì);2017年07期
3 張嘉偉;朱洪威;王占棋;裘友強(qiáng);;錨桿長(zhǎng)度對(duì)千枚巖邊坡穩(wěn)定性的影響研究[J];路基工程;2017年03期
4 閆國(guó)強(qiáng);易武;馮R級(jí),
本文編號(hào):2358664
本文鏈接:http://www.sikaile.net/guanlilunwen/gongchengguanli/2358664.html