地下结构碎石排水层抗液化措施数值试验

过数值模拟验证液化的隔振作用。在浅埋地下结构周围设置碎石排水层，应用FLAC3D作碎石排水层法抗液化数值模拟试验，分析不同碎石排水层方案的抗液化效果和液化场施加碎石排水层后地下结构的动力特性变化。计算结果表明，典型液化场中砂土达到液化状态，其加速度、速度、位移振幅马上衰减；砂土在液化状态变为流体，液化过程是砂土体积压应变不断积累增大的过程，液化后体积压应变积累不再增加，液化土有效应力和抗剪强度均为0，不能传递剪力，起隔离外界力的作用，液化场中结构的加速度反应也比非液化场或弹性场小。液化场中结构的存在降低了其周围的动水压力，结构阻障了周围土液化的产生。液化场中地下结构周围设置碎石排水层，结构周围则不会液化，远处液化场超静水压力显著降低，结构不出现上浮，结构下沉，水平漂移减小，内力增大。研究成果为地下结构穿越液化土层设计提供理论及试验基础

Numerical experiment of anti-liquefaction measure with gravel stone drainage layer around underground structure

The numerical simulation test is performed for validation vibration isolation function of liquefaction.A gravel drainage layer is applied around underground structure;the anti-liquefaction numerical simulation tests of gravel drainage layer were performed using FLAC3D.Anti-liquefaction effect of the different gravel drainage layer programmes is analyzed;and dynamic characteristic change of underground structures after imposition a gravel drainage layer in liquefaction field is also analyzed.Calculations ind...