Probabilistic Analysis of the Internal Stability of Soil Nail Walls using Monte Carlo simulations

被引:1
作者
Daffas, Zisis A. [1 ]
Zevgolis, Ioannis E. [1 ]
机构
[1] Democritus Univ Thrace, Dept Civil Engn, Xanthi, Greece
来源
INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS (ICNAAM 2017) | 2018年 / 1978卷
关键词
D O I
10.1063/1.5043911
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
A methodology for the probabilistic analysis of the internal stability of soil nail walls is presented in the current work. Computations are based on the Monte Carlo simulation technique taking into consideration four different random variables. Two different scenarios are analyzed based on either normal or lognormal distributions. A case example is investigated based on the described methodology and relative results are being discussed.
引用
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页数:4
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COMPUTERS AND GEOTECHNICS, 2017, 84 :152-163