Geometric Reliability Analysis of Composite Foundations Comprising Cement–Fly Ash–Gravel Piles at Site-Specific Scale-Reference-Cited by-同舟云学术

Geometric Reliability Analysis of Composite Foundations Comprising Cement–Fly Ash–Gravel Piles at Site-Specific Scale

Published:2020-08-05 Issue:4 Volume:49 Page:20200025
ISSN:0090-3973
Container-title:Journal of Testing and Evaluation
language:en
Short-container-title:J. Test. Eval.

Author:

Wu Xing Zheng¹,Xin Jun-Xia²

Affiliation:

1. College of Civil Engineering and Architecture, Hebei University, 180 East Wusi Rd., Baoding, Hebei 071002, China (Corresponding author), e-mail: xingzhengwu@gmail.com, https://orcid.org/0000-0003-3072-2592

2. Geotechnical Engineering Group, Beijing Building Construction Research Institute, Beijing 100039, China

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Cited by 6 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Multivariate reliability method using the environment contour model based on C-vine copulas;Ocean Engineering;2024-05

2. Development of Environmental Contours from Site-Specific Regression Parameters of Load–Settlement Curves for Piles: The Global Database;International Journal of Geomechanics;2023-09

3. Solving the geometric reliability index for a case involving multivariate random variables in the original physical space;Quality and Reliability Engineering International;2023-08

4. Development of environmental contours from rainfall intensity and duration data for slopes;Natural Hazards;2022-11-27

5. Interpretation of Site-Specific Reliability Index for Piles Using Multiple Bidirectional Tests;Journal of Testing and Evaluation;2022-11-14