System Reliability Analysis for Seismic Stability of the Soldier Pile Wall Using the Conditional Random Finite-Element Method
Author:
Affiliation:
1. Dept. of Civil and Environmental Engineering, Shiraz Univ. of Technology, Shiraz 7155713876, Iran.
2. Professor, Dept. of Civil and Environmental Engineering, Shiraz Univ. of Technology, Shiraz 7155713876, Iran (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002534
Reference45 articles.
1. Behaviour of anchored pile wall excavations in clays
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3. Pseudo-Static Seismic Analysis Of Geosynthetic-Reinforced Segmental Retaining Walls
4. Behpoor, L., and A. Ghahramani. 1989. “Correlation of SPT to strength and modulus of elasticity of cohesive soils.” In 12th Int. Conf. on Soil Mechanics and Foundation Engineering. Rotterdam, Netherlands: A. A. Balkema.
5. BHRC (Building and Housing Research Center). 2014a. Iranian code of practice for soil mechanics, design and execution of foundations. 3rd ed. Standard No. 7. Tehran, Iran: BHRC.
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