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| 水平简谐荷载作用下层状饱和土体动力响应 | |
| 引用本文： | 徐满清,金腊华,黎剑华,徐斌,陆建飞.水平简谐荷载作用下层状饱和土体动力响应[J].岩土力学,2009,30(9):2633-2642. |
| 作者姓名： | 徐满清 金腊华 黎剑华 徐斌 陆建飞 |
| 作者单位： | 1. 南昌大学,环境科学与工程学院,南昌,330006;南昌工程学院,土木工程系,南昌,330029 2. 南昌大学,环境科学与工程学院,南昌,330006 3. 南昌工程学院,土木工程系,南昌,330029 4. 南昌工程学院,土木工程系,南昌,330029;上海交通大学,土木工程系,上海,2000302 5. 江苏大学,土木工程系,镇江,212013 |
| 基金项目： | 国家自然科学基金资项目，江西省教育厅科学技术研究项目，江西省科技支撑计划"城门山铜矿水患条件下岩体稳定与灾害控制研究" |
| 摘 要： | 根据Biot波动理论，采用传递、反射矩阵（TRM）方法研究了水平简谐荷载作用下层状饱和土动力响应问题。由Helmholtz矢量分解求出基本解，再利用TRM法推导了层状饱和土动力响应，并由数值Hankel逆变换得到层状土地基位移、应力及孔压在空间域内的解。利用计算结果与已有结果相比较，二者相吻合，验证了算法的正确性。算例分析表明，水平简谐荷载作用在有软弱夹层的层状土体中比均质土中具有更显著的动力响应，尤其是软夹层上下有硬土层时，会引起软弱夹层土体孔隙水压升高、位移幅值增大、土体波动性增强；而荷载作用硬夹层及夹层上下有软土层时，情况则相反。 |
| 关 键 词： | 水平简谐荷载 层状饱和土 Biot波动方程 Hankel变换 TRM法 |
| 收稿时间： | 2008-01-16 |
Dynamic responses of a layered saturated soil subjected to harmonic horizontal loads |
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| XU Man-qing,JIAN La-hua,LI Jian-hua,XU Bin,LU Jian-fei.Dynamic responses of a layered saturated soil subjected to harmonic horizontal loads[J].Rock and Soil Mechanics,2009,30(9):2633-2642. | |
| Authors: | XU Man-qing JIAN La-hua LI Jian-hua XU Bin LU Jian-fei |
| Institution: | 1. College of Environmental Science and Engineering, Nanchang University, Nanchang 330006, China; 2. Department of Civil Engineering, Nanchang Institute of Technology, Nanchang 330029, China; 3. Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200030, China; 4. Department of Civil Engineering, Jiangsu University, Zhenjiang 212013, China |
| Abstract: | Based on the Biot’s theory, the dynamic responses for a multilayered poroelastic soil subjected to harmonic horizontal load is developed with the transmission and reflection matrices (TRM) method. Applying the Helmholtz vector decomposition and Hankel transformation, the general solutions for the displacements, the stresses and the pore pressure are derived from the governing equations of Biot's theory. Utilizing the transmission and reflection matrices (TRM) method, the transformed domain solutions for the multilayer saturated poroelastic soil subjected to harmonic horizontal load are established. Numerical results for the displacements, the pore pressures and the stresses are obtained by performing inverse Hankel transformation in the space domain. Some numerical examples and corresponding analysis are presented. The present methodology is validated by comparing solutions with some known results. According to the analysis, it is concluded that the occurrence of a softer middle layer subjected to a harmonic horizontal load in the layered half space enhances the horizontal displacement and pore pressure. Comparing with the homogeneous case, the response of the multi-layered half space tends to contain higher frequency components and exhibits larger magnitude. |
| Keywords: | harmonic horizontal load layered saturated poroelastic soil Biot’s dynamic equation Hankel transformation TRM methods |
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