0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

基于极限平衡理论和有限元强度折减法的预应力锚索加固边坡稳定性分析研究 (Slope Stability Analysis of Prestressed Anchor Cable Based on the Theory of Limit Equilibrium Method and Finite Element Strength Reduction Method)

Author(s):
Medium: journal article
Language(s): Chinese
Published in: Hans Journal of Civil Engineering 的中文名称是土木工程, , n. 5, v. 6
Page(s): 515-524
DOI: 10.12677/hjce.2017.65062
Copyright: © 2017 by authors and Hans Publishers Inc.
License:

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

  • About this
    data sheet
  • Reference-ID
    10378568
  • Published on:
    12/11/2019
  • Last updated on:
    02/06/2021
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine