Paper Title:
Engineering Geological Characteristics of one High Cut Slope in Chongqing Wanzhou
  Abstract

Based on the methods of qualitative and quantitative, the engineering geological characteristics of one high cut slope in Wanzhou region of Chongqing is evaluated. The results are obtained: (1) the stratum composed of the high cut slope from top to bottom are artificial accumulation including gravel soils, residual silty clay, silty mudstone; (2) the main weak planes include the interface between soil and rock, two group joints and fissures in the bedrock and bedding plane in the high cut slope; (3) based on the results of stability evaluation, it’s in stable condition at present, but has dropped stone and collapse phenomenon. In the long term effect of weathering and groundwater, the overlying soil creeping deformation along the flare mudstone level would occur.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 2: Disaster Prevention and Reduction of Civil Engineering
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
814-818
DOI
10.4028/www.scientific.net/AMR.368-373.814
Citation
H. Y. Liu, D. W. Lv, Y. J. Cui, H. G. Zhao, S. Han, "Engineering Geological Characteristics of one High Cut Slope in Chongqing Wanzhou", Advanced Materials Research, Vols. 368-373, pp. 814-818, 2012
Online since
October 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: Shi Qing Nan, Juan Xia Zhang, Xian Zhang Guo, Tian Hong Yang
Chapter 3: Numerical Methods, Computation Methods and Algorithms for Modeling, Simulation and Optimization, Data Mining and Data Processing
Abstract:The purpose of slope stability evaluation was that, according to the slope engineering condition and constraints of mining technology, to...
1998