Efficient surrogate model based probabilistic analysis of helical soil nailed wall under seismic conditions
Author:
Affiliation:
1. Geotechnical Engineering Group, CSIR-Central Building Research Institute, Roorkee, India
2. Department of Civil Engineering, University Institute of Technology, Himachal Pradesh University (HPU), Shimla, India
Funder
Council of Scientific and Industrial Research
CSIR, India
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2022.2078431
Reference57 articles.
1. Probabilistic stability analysis of geosynthetic-reinforced slopes under pseudo-static and modified pseudo-dynamic conditions
2. Seismic Translational Failure Analysis of MSW Landfills Using Modified Pseudo-Dynamic Approach
3. Cost and Schedule Savings from Directly-Driven Soil Nail and Innovative Fascia Systems
Cited by 2 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. Influence of Surcharge and Foundation Soil on the Seismic Stability of Helical Soil-Nail Walls;Indian Geotechnical Journal;2024-06-24
2. Reliability-based analysis of novel helical soil nailed wall using the MCS;Geosynthetics: Leading the Way to a Resilient Planet;2023-09-11
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