›› 2010, Vol. 31 ›› Issue (7): 2164-2172.

• 岩土工程研究 • 上一篇    下一篇

饱和地基上条形弹性基础的摇摆振动

马晓华1, 2,蔡袁强1,徐长节1   

  1. 1.浙江大学 软土与环境工程教育部重点实验室,杭州 310027;2.浙江省水利河口研究院,浙江省水利防灾减灾重点实验室,杭州 310020
  • 收稿日期:2008-12-30 出版日期:2010-07-10 发布日期:2010-07-19
  • 作者简介:马晓华,男,1981年生,博士后,主要从事岩土工程土动力学及地震工程方面的研究。

Rocking vibration of an elastic strip footing on saturated soil

MA Xiao-hua1, 2, CAI Yuan-qiang1, XU Chang-jie1   

  1. 1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310027, China 2. Key Laboratory of Disaster Prevention and Reduction, Zhejiang Institute of Hydraulics & Estuary, Hangzhou 310020, China
  • Received:2008-12-30 Online:2010-07-10 Published:2010-07-19

摘要:

基于Biot动力方程,研究了饱和均质弹性半空间上弹性条形基础的摇摆振动问题。通过Fourier积分变换求解了饱和土的动力控制方程,然后结合基础底部为混合边界的条件得到了弹性条形基础的摇摆振动对偶积分方程,利用正交多项式将对偶积分方程转化为求解一组线性代数方程组,同时利用复合Simpson法则,得到了动力柔度系数的表达式,通过算例得出了不同参数时地基动力柔度系数随无量纲频率的关系曲线。

关键词: 摇摆振动, 弹性条形基础, 动力柔度系数, 对偶积分方程

Abstract:

In order to delineate the complex coupling behavior of the soil under the rocking loading, the analytical solution for an elastic strip foundation on saturated soil under a rocking moment is developed under the framework of the Biot’s coupling theory. By employing the method of Fourier transform, the dynamic governing differential equations for saturated poroelastic medium are solved. Considering the mixed boundary-value conditions at the bottom of the foundation, a pair of dual integral equations governing the rocking vibration of an elastic strip footing are then derived, which are further converted to linear equations by means of infinite series of orthogonal functions--the Jacobi polynomials. A numerical procedure is proposed to solve the equations. The dynamic compliance functions for rocking vibration are also derived. The effects of plate flexibility, ground permeability and Poisson’s ratio on the dynamic compliance are investigated; and some meaningful conclusions are drawn.

Key words: rocking vibration, elastic strip foundation, dynamic compliance, dual integral equations

中图分类号: 

  • TU 435
[1] 艾智勇 ,张逸帆 , . 墙下条形基础与层状横观各向同性地基共同作用[J]. , 2016, 37(5): 1243-1248.
[2] 吴大志,张振营. 广义Gibson饱和地基中刚性圆板的扭转柔度系数[J]. , 2015, 36(12): 3393-3399.
[3] 王 鹏 ,王 军 ,蔡袁强 ,丁光亚 . 饱和地基表面基础在Rayleigh波作用下的摇摆振动分析[J]. , 2012, 33(12): 3689-3695.
[4] 徐长节 ,孙益华 ,李庆金 ,蔡袁强,. 上覆单相弹性层饱和地基上刚性条形基础竖向振动的混合边值问题[J]. , 2005, 26(S1): 105-108.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 马 青,赵均海,魏雪英. 基于统一强度理论的巷道围岩抗力系数研究[J]. , 2009, 30(11): 3393 -3398 .
[2] 崔 凯,谌文武,张景科,韩文峰,梁收运. 多元层状边坡土体风蚀速率与微结构参数关系[J]. , 2009, 30(9): 2741 -2746 .
[3] 荚颖,唐小微,栾茂田. 砂土液化变形的有限元-无网格耦合方法[J]. , 2010, 31(8): 2643 -2647 .
[4] 胡明鉴,汪 稔,陈中学,王志兵. 泥石流启动过程PFC数值模拟[J]. , 2010, 31(S1): 394 -397 .
[5] 白 冰,李春峰. 地铁列车振动作用下近距离平行隧道的弹塑性动力响应[J]. , 2009, 30(1): 123 -128 .
[6] 李术才,徐帮树,丁万涛,张庆松. 海底隧道最小岩石覆盖厚度的权函数法[J]. , 2009, 30(4): 989 -996 .
[7] 薛云亮,李庶林,林 峰,徐宏斌. 考虑损伤阀值影响的钢纤维混凝土损伤本构模型研究[J]. , 2009, 30(7): 1987 -1992 .
[8] 李国玉,喻文兵,马 巍,齐吉琳,金会军,盛 煜. 甘肃省公路沿线典型地段含盐量对冻胀盐胀特性影响的试验研究[J]. , 2009, 30(8): 2276 -2280 .
[9] 任 重,盛 谦. 我国岩石力学学科结构及其演变初探[J]. , 2009, 30(S1): 293 -298 .
[10] 张军辉. 不同软基处理方式下高速公路加宽工程变形特性分析[J]. , 2011, 32(4): 1216 -1222 .