A semi-analytical method for dynamical analysis of slab and composite foundation

LIU Li-ping; HUANG Yi; LI Xiang-yang

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A semi-analytical method for dynamical analysis of slab and composite foundation

更新时间：2026-06-25

- A semi-analytical method for dynamical analysis of slab and composite foundation
- Vol. 28, Issue 4, (2007)
- 作者机构：
  
  1. 上海申通轨道交通研究咨询有限公司,上海,201103
  2. 西安建筑科技大学土木工程学院,西安,710055
  3. 西安建筑科技大学理学院,西安,710055
  4. 同济大学地下建筑与工程系,上海,200092
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU470+.3
- Online First：05 September 2013，
  
  Published：2007
- 稿件说明：
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LIU Li-ping, HUANG Yi, LI Xiang-yang. A semi-analytical method for dynamical analysis of slab and composite foundation[J]. 2007, 28(4).
DOI：

LIU Li-ping, HUANG Yi, LI Xiang-yang. A semi-analytical method for dynamical analysis of slab and composite foundation[J]. 2007, 28(4). DOI：

摘要

将复合地基视为横观各向同性材料，利用半解析数值方法的基本原理分析板-复合地基动力相互作用问题，克服有限元法中人为设定计算边界的弊端，提高了计算精度，并将三维问题转化为一维问题计算，显著减少了计算工作量。通过改变复合地基置换率、加固深度和桩土模量比，研究了板-复合地基体系动力特性的变化规律。计算结果表明，增大加固深度、置换率和桩土模量比对系统频率和振幅均有影响，并使频率有一定的提高，动力基础设计时，应注意复合地基置入对基础动力特性改变的影响。

Abstract

Composite ground can be regarded as transversely isotropic material. Semi-analytical element method is used to study the dynamic interaction of slab and composite foundation. It can avoid introducing redundant boundary condition compared with FEM

and improve computation accuracy. Furthermore it can simplify 3-dimensional computation to one dimension

saving computation time dramatically for its quick convergence. The dynamic property of slab and composite ground is investigated by means of changing substitution ratio

reinforced depth and modulus ratio of pile to soil. The results indicate that the increment of these factors can affect the amplitude of vibration and increase the system's frequency. So when designing the foundation of power machine

some attention should be paid to the impaction of composite ground on the alteration of dynamic property of ground.

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Related Author

LIU Li-ping

HUANG Yi

LI Xiang-yang

LIU Zeng-rong

LIU Li-ping1

HUANG Yi2

LI Xiang-yang3

LIU Zeng-rong1

Related Institution

College of Civil Engineering, Xi’an University of Architecture and Technology

College of Science , Xi’an University of Architecture and Technology

Department of Geotechnical Engineering, Tongji University

Department of Civil Engineering, Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology

Wuhan Guangyi Engineering Consultation Co., Ltd.

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