Probabilistic Prediction of Maximum Tensile Loads in Soil Nails

This paper presents the development of a simplified model for estimation of maximum nail loads during or at completion of construction of soil nail walls. The developed simplified nail load model consists of two multiplicative components: the theoretical nail load and the correction factor. The theo...

Full description

Saved in:
Bibliographic Details
Main Authors: Yongqiang Hu, Peiyuan Lin
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/3410146
Tags: Add Tag
No Tags, Be the first to tag this record!