Reliability Analysis of Single Pile in Spatially Variable Soil Based on Variance Reduction Method-Reference-Cited by-同舟云学术

Reliability Analysis of Single Pile in Spatially Variable Soil Based on Variance Reduction Method

Published:2024-06 Issue:2 Volume:10 Page:
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Tan Xiaohui¹^ORCID,Zhang Pengfei²,Dong Xiaole³,Lin Xin⁴^ORCID,Lu Zhitang⁵^ORCID

Affiliation:

1. Professor, School of Resources and Environmental Engineering, Hefei Univ. of Technology, No. 193 Tunxi Rd., Hefei, Anhui 230009, China (corresponding author). ORCID: .

2. Master’s Student, School of Resources and Environmental Engineering, Hefei Univ. of Technology, No. 193 Tunxi Rd., Hefei, Anhui 230009, China.

3. Ph.D. Student, School of Resources and Environmental Engineering, Hefei Univ. of Technology, No. 193 Tunxi Rd., Hefei, Anhui 230009, China.

4. Ph.D. Student, State Key Laboratory of Water Resources Engineering and Management, Wuhan Univ., No. 299 Bayi Rd., Wuhan, Hubei 430072, China. ORCID: .

5. Lecturer, School of Resources and Environmental Engineering, Hefei Univ. of Technology, No. 193 Tunxi Rd., Hefei, Anhui 230009, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/AJRUA6.RUENG-1183

Reference44 articles.

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