降雨及樁-隧間距對(duì)隧道-滑坡穩(wěn)定性影響的試驗(yàn)研究
[Abstract]:At present, there are many researches on the working performance of anti-slide pile and anti-slide pile, but the influence of rainfall and pile-tunnel distance difference on the stability of tunnel slope is less studied. In order to study the influence of rainfall and pile-tunnel spacing on the stress of sliding pile and tunnel deformation, the embedded anti-slide piles with pile-tunnel spacing of 80160 cm were arranged in the main slide section of the sliding body, and the rainfall of different intensity was simulated. The effects of rainfall and pile-tunnel spacing on tunnel deformation and pile head deformation of anti-slide pile were studied. The results show that: 1) in the stage of light rain, Rain Water infiltrates the shallow sliding body, and the difference of pile-tunnel spacing has little effect on the stress distribution of the pile and the displacement of the pile head; 2) in the medium-heavy rain stage, Rain Water gradually seeped into the deep sliding body, the hydrodynamic pressure increased, the sliding force increased rapidly, the difference between pile and tunnel distance affected the sliding pile force greatly, and the pile-tunnel spacing was smaller. From the point of view of tunnel deformation curve, the strain of the mountain side of the tunnel is larger than that of the river side, and the strain of the tunnel with the pile-tunnel spacing of 80 cm is larger than that of the section of 160 cm.
【作者單位】: 蘭州交通大學(xué);中鐵西北科學(xué)研究院有限公司;中國(guó)鐵道科學(xué)研究院研究生部;
【基金】:鐵道部科技研究開(kāi)發(fā)計(jì)劃重點(diǎn)課題(2010G018-C-3-1) 甘肅省交通建設(shè)科研項(xiàng)目(200813) 中國(guó)中鐵股份有限公司科技開(kāi)發(fā)項(xiàng)目(20160203)
【分類(lèi)號(hào)】:U456
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