Knowledge Network Node

Research on cylindrical cavity expansion model of bag pile based on structural disturbanceChinese Full Text

Du Yonglong;Zhang Chonghou;Hu Yucun;Department of Civil Engineering, School of Soil and Water Conservation, Beijing Forestry University;Department of Civil Engineering, Tsinghua University;

Abstract: Based on the cylindrical cavity expansion theory considering the structural disturbance of soil and initial stress, the squeezing effect of bag pile is analyzed. The surrounding soil mass is divided into the elastic region and plastic region during the pile expanding. Considering the reduction of the in-situ soil strength caused by construction disturbance, a logarithmic in-situ strength disturbance function was proposed, and the soil sensitivity is introduced to describe the disturbance. Based ... More
  • Series:

    (A) Mathematics/ Physics/ Mechanics/ Astronomy; (C) Architecture/ Energy/ Traffic/ Electromechanics, etc

  • Subject:

    Geology; Architecture and Engineering

  • Classification Code:

    TU43

Download the mobile appuse the app to scan this coderead the article.

Tips: Please download CAJViewer to view CAJ format full text.

Download: 119 Page: 1185-1195 Pagecount: 11 Size: 2046K

Related Literature
  • Similar Article
  • Reader Recommendation
  • Associated Author