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...
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Main Authors: | Yongqiang Hu, Peiyuan Lin |
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Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
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Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/3410146 |
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