Paper Title:
Excavation Deformation Analysis of Deep-Cutting High Rock Slope
  Abstract

The mainly purpose of the paper is to investigate the slope excavation deformation of the rock slope at the deep-cutting valley under different load conditions. As an example of the rock slope at the intake of the sluice tunnel of Jinping hydropower station, whose slope deformation characteristics was system analyzed by numerical method during different construction conditions. The dead weight, rain, seism and theirs combination were involved in the numerical analysis. The numerical results could give a reference for the excavation stability of the high rock slope, and it is the basis to determine the reasonable construction method and to optimize the design of the strengthening and enhancing engineering.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 1: High Strength High Performance Materials and New Structural System
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
219-224
DOI
10.4028/www.scientific.net/AMR.368-373.219
Citation
L. Nie, D. P. Zhou, "Excavation Deformation Analysis of Deep-Cutting High Rock Slope", Advanced Materials Research, Vols. 368-373, pp. 219-224, 2012
Online since
October 2011
Authors
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Price
$32.00
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