Efficiency of Nondeterministic Methods in Reliability Analysis of Deep Excavations: Case Study of the Soheil Project

Author:

Sekhavatian Arash1ORCID,Choobbasti Asskar Janalizadeh2ORCID

Affiliation:

1. Dept. of Geotechnical Engineering, Babol Noshirvani Univ. of Technology, Babol 4714873113, Iran (corresponding author). ORCID: .

2. Professor, Dept. of Geotechnical Engineering, Babol Noshirvani Univ. of Technology, Babol 4714873113, Iran. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference65 articles.

1. Alonso, E. E., and R. J. Krizek. 1975. “Stochastic formulation of soil profiles.” In Proc., 2nd Int. Conf. on Applications of Statistics and Probability in Soil and Structural Engineering, 9–32. Aachen, Germany: Deutsche Gesellschaft fuer Erd-und Grundbau.

2. Baecher, G. B., and J. T. Christian. 2003. Reliability and statistics in geotechnical engineering. New York: Wiley.

3. Tieback Walls in Sand: Numerical Simulation and Design Implications

4. Carter, J. P., C. S. Desai, D. M. Potts, H. F. Schweiger, and S. W. Sloan. 2000. “Computing and computer modeling in geotechnical engineering.” In Vol. 1 of ISRM Int. Symp., 1157–1252. Melbourne, Australia: International Society for Rock Mechanics.

5. Probabilistic analysis of excavation-induced damages to existing structures

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