Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Underground Space》 2000-03
Add to Favorite Get Latest Update

Investigation on Calculation Method for Seismic Response of Effective Stress in Pile-soil System

HUANG Yu et al [  
From the viewpoint of soil dynamics, this paper suggests that the effect of dynamic characters of soil on piled foundation can be expressed through analysis of pile-soil dynamic interaction. The FEM based on principles of effective stress was discussed and the calculation and analysis on piled foundation of column type bridge pier were carried out. [
【CateGory Index】: TU4
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved