基坑降水对临近运营高铁桥墩的影响评估分析
Assessment of effect of dewatering of excavations on nearby piers of operating high-speed railways
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摘要: 针对苏州虎丘婚纱城基坑降水对临近沪宁城际铁路的影响评估,在达西定律和裘布依假设基础上,提出一种考虑基坑落底式止水帷幕在不同程度失效情况下,基坑降水引起运营高铁桥墩附近地下水位变化的计算思路,并对基坑降水导致的运营高铁桥墩沉降和安全系数变化进行了影响分析,结果表明:在一定假设条件下,基坑降水将导致桥梁桩基中性点和桥墩沉降变形呈非线性增长变化,并降低了桥梁桩基安全系数,高铁桥墩受地下水变化敏感。Abstract: According to the evaluation of effect of dewatering of excavation of Huqiu Wedding Mall in Suzhou on nearby Shanghai-Nanjing Railway, on the basis of the Darcy's law and the Dupuit assumption, some computing ideas on changes of groundwater levels caused by dewatering of excavations near the piers of piers of operating high-speed railways, considering different degrees of failure cases of closed cut-off curtains in excavations. The pier settlement of operating high-speed railway and change of safety factor caused by the dewatering of excavations are analyzed. The results show that, under certain assumptions, the dewatering of excavations will cause the nonlinear in crease of the neutral point of the bridge and pier settlement growth changing. The safety factor of the pile foundation is reduced, and the piers of high-speed rail ways are sensitive to change of groundwater.