Paper Title:
Analysis on Excess Pore Water Pressure Caused by Prestressed Concrete Pipes Construction in Saturated Clay Ground
  Abstract

Prestressed concrete pipes construction by hammer cause high excess pore water pressure in deep soft soils because Soil disturbance by violent and poor permeability of soft soil. Taking the typical soft ground in passenger special line from Hang Zhou to Ning Bo as the engineering example, the in-situ measuring of the excess pore water pressure in saturated clay ground during the construction of the piles was carried out, and the comparison analysis with the solutions from Vesic theory was also done. The changing rules of excess pore water pressure and its influence range during the sinking of the piles were studied, which would provide an important basis for the design and construction of the similar projects.

  Info
Periodical
Advanced Materials Research (Volumes 168-170)
Edited by
Lijuan Li
Pages
1238-1244
DOI
10.4028/www.scientific.net/AMR.168-170.1238
Citation
G. H. Fu, L. M. Wei, H. Zhou, "Analysis on Excess Pore Water Pressure Caused by Prestressed Concrete Pipes Construction in Saturated Clay Ground", Advanced Materials Research, Vols. 168-170, pp. 1238-1244, 2011
Online since
December 2010
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: Zhang Long Chen, Liang Liang Tang, Si Bin Niu, Chuang Yu
Abstract:Driven piles commonly generate excess pore water pressures in the surrounding soil. The reconsolidation of the clay around the piles is...
1291
Authors: Shu Qing Zhao
Chapter 3: Civil Engineering
Abstract:The construct to precast pile in thick clayey soil can cause the accumulation of excess pore water pressure. The high excess pore pressure...
1010
Authors: Xiang Qian Hu, Xue Tun Zhao, Hong Gang Huang, Jun Ting Long
Chapter 2: Mining Engineering and Coal Mining
Abstract:Based on the precast pile foundation field test of the power plant, the distribution and dissipation of the excess pore water pressure...
326
Authors: Ke Lin Chen, Jin Bo Lei, Zhi Liu
Chapter 2: Geotechnical Engineering and Geological Engineering
Abstract:The time-space change rules of the environmental effects of the analysis of excess pore water pressure dissipation have also been studied...
540