地震荷载作用下饱和砂土的p—y关系

详细信息

收稿日期: 2011-07-26

P-Y RELATIONSHIP OF SATURATED SANDS UNDER SEISMIC LOADS

Received Date: 26 July 2011

摘要: 利用给土层施加反压的方法控制饱和砂土中的超孔隙水压力,以此模拟受地震荷载作用饱和砂土具有残余孔压时的状态,进而对具有不同状态饱和砂土与桩的相互作用进行模型试验,研究p—y关系随饱和砂土中残余孔压的变化规律。结果表明,可以按照具有残余孔压饱和砂土的强度确定其极限抗力以及土层反力模量系数,进而确定受震动荷载作用的饱和砂土p—y关系。
- p—y曲线 /
- 桩土相互作用 /
- 水平极限抗力 /
- 弱化土层 /
- 土强度参数
Abstract: The excess pore water pressure in saturated sands was controlled by applying the back pressure to the stratum, which was used to simulate the saturated sand with the residual pore water pressure under seismic loads. Model tests of the soil-pile interaction were conducted to research variations of p-y curves of saturated sands with different states with an increase of the residual pore water pressure. Research results showed that the ultimate lateral resistance and the subgrade reaction modulus coefficient can be determined based on strength parameters of saturated sand with residual pore water pressures. p-y curves of saturated sands were further determined under seismic loads.
- p-y curves /
- soil-pile interaction /
- ultimate lateral resistances /
- degradation stratum /
- soil strength parameter