Reliability Analysis of Circular Tunnel Face Stability Obeying Hoek–Brown Failure Criterion Considering Different Distribution Types and Correlation Structures-Reference-Cited by-同舟云学术

Reliability Analysis of Circular Tunnel Face Stability Obeying Hoek–Brown Failure Criterion Considering Different Distribution Types and Correlation Structures

Published:2016-01 Issue:1 Volume:30 Page:04014126
ISSN:0887-3801
Container-title:Journal of Computing in Civil Engineering
language:en
Short-container-title:J. Comput. Civ. Eng.

Author:

Zeng Peng¹,Senent Salvador¹,Jimenez Rafael²

Affiliation:

1. Ph.D. Candidate, ETSI Caminos, Canales y Puertos, Technical Univ. of Madrid, 28040 Madrid, Spain.

2. Associate Professor, ETSI Caminos, Canales y Puertos, Technical Univ. of Madrid, 28040 Madrid, Spain (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CP.1943-5487.0000464

Reference32 articles.

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2. Efficient Evaluation of Reliability for Slopes with Circular Slip Surfaces Using Importance Sampling

3. A probability-based structural code;Cornell C. A.;J. Am. Concr. Inst.,1969

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