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  

Mixed boundary value problem of vertical vibration of a rigid foundation on elastic soils with saturated substratum

作　　者：徐长节[1] 孙益华 李庆金[1] 蔡袁强[1] 

机构地区：[1]浙江大学岩土工程研究所,杭州310027 [2]杭州民用建筑设计院,杭州310003

出　　处：《岩土力学》2005年第S1期105-108,共4页Rock and Soil Mechanics

摘　　要：根据Biot动力控制方程,运用Fourier积分变换技术,并按照混合边值条件和连续条件建立了上覆单相弹性层饱和地基上刚性条形基础竖向振动的对偶积分方程,并将其退化到完全饱和地基的情形。通过引进正交多项式将对偶积分方程化为线性代数方程组,从而得到了上覆单相弹性层的饱和地基上刚性条形基础的竖向振动规律。通过算例分析得到,单相弹性层的厚度对动力柔度系数有着较大的影响,在单相弹性层厚度较小时(小于条形基础半宽的0.1),动力柔度系数曲线与完全饱和的基本重合;完全饱和地基上刚性基础的竖向振动是上覆弹性层厚度Hn=0的特例。Based on the Biot’s dynamic equations, the vertical vibration of a rigid strip foundation resting on partially saturated soil subgrade which is composed of a dry elastic layer and a saturated substratum is studied. The analysis relied on the use of Fourier integral transform techniques and a pair of dual integral equations governing the vertical vibration of the rigid foundation is listed under the consideration of mixed boundary value condition and the continuity condition. The results are reduced to the c...

关 键 词：动力柔度系数 条形刚性基础 混合边界条件 

分 类 号：TU435[建筑科学—岩土工程]