Paper Title:
Experimental Study on Static Characteristics of Sandy Pebble Soil
  Abstract

Through the consolidation drained triaxial shear test of sandy pebble soil, the stress-strain curve of sandy pebble soil is obtained, analysis manifest that in the shearing process, shear dilatancy deformation and shear contraction deformation of sandy pebble soil are intercoupling, making asymptote of the curve after peak stress nearly a horizontal line. Meanwhile, based on the Duncan-Chang model, elastic modulus and Poisson ratio features of sandy pebble soil are analyzed, and Duncan-Chang model parameters are obtained.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
95-99
DOI
10.4028/www.scientific.net/AMR.250-253.95
Citation
B. Jia, Y. Yao, L. Cheng, D. G. Chen, "Experimental Study on Static Characteristics of Sandy Pebble Soil", Advanced Materials Research, Vols. 250-253, pp. 95-99, 2011
Online since
May 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: Li Jun Han, Yong Nian He, Hou Quan Zhang
Abstract:A complete stress-strain experiment curve, gained through exerting low confining pressure on brittle rock, reflects the deformation and...
70
Authors: Si Si Liu, Xue Liang Jiang
Chapter 1: Geological and Geotechnical Engineering
Abstract:According to energy principle, numerical methods of axial force and displacement of tension-type anchor are derived. Firstly, mechanism of...
63
Authors: Li Jun Zhou, Ziai Lu, Wen Juan Wang
Chapter 1: Geological and Geotechnical Engineering
Abstract:Pile foundation design has gradually used the super-long pile structure form with the port and offshore engineering construction developing...
471
Authors: Juan Li, Bai Lin Zheng
Chapter 1: Geological and Geotechnical Engineering
Abstract:As to the time effect of prestress in bolt in geotechnical engineering, the stress distribution in fully-grounded MFRP bolt and its trend...
362