Reliability analysis of soil nail internal limit states using default FHWA load and resistance models-Reference-Cited by-同舟云学术

Reliability analysis of soil nail internal limit states using default FHWA load and resistance models

Published:2018-08-21 Issue:7 Volume:37 Page:783-800
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Yuan Jie¹,Lin Peiyuan²

Affiliation:

1. Underground Engineering and Geological Hazard Research Center, School of Civil Engineering, Guangzhou University, Guangzhou, Guangdong, China;

2. Department of Civil Engineering and Ryerson Institute for Infrastructure Innovation, Ryerson University, Toronto, Canada

Funder

Natural Science Foundation of Guangdong Province, China

Guangzhou University Innovation and Strengthening School Project

Fujian Provincial Tunnel and Urban Underground Space Engineering Technology Research Center Open Research Project

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2018.1489920

Reference54 articles.

1. Barret, C., J. Chinchiolo, C. Lobato, and N. Beard. 2011. Case Studies in Roadway Landslide Repair Along Sides, River Banks, Bluffs, and Other Sensitive Riparian Areas. Paper presented at 62nd Highway Geology Symposium, 1–16, July 2011.

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