Paper Title:
Preliminary Study on Vertical Subsoil Participating Mass
  Abstract

A quantificational calculation method of participating mass of foundation vertical vibration is presented in this paper. Vertical subsoil participating mass of strip and rectangular foundation are preliminarily calculated based on Boussinesq’s solution of subsoil additional stress and equivalent-load method. That is, the subsoil participating mass can be calculated only prescribing the isoline of additional stress. The method is suitable for adopting by corresponding codes for it avoids considering complicated influencing factors of subsoil.

  Info
Periodical
Advanced Materials Research (Volumes 199-200)
Edited by
Jianmin Zeng, Zhengyi Jiang, Taosen Li, Daoguo Yang and Yun-Hae Kim
Pages
1429-1434
DOI
10.4028/www.scientific.net/AMR.199-200.1429
Citation
G. L. Wang, S. Y. Qu, X. M. Hou, F. F. Zhu, J. Zhang, "Preliminary Study on Vertical Subsoil Participating Mass", Advanced Materials Research, Vols. 199-200, pp. 1429-1434, 2011
Online since
February 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Vojtech Buchta
Chapter 2: Structural Mechanics and Analysis, Applied Mechanics, Constructions and Civil Engineering Applications
Abstract:We solve interaction between the foundation base and the subsoil in civil engineering quite often. For the determination of stress in...
227