Reliability Analysis of Tensile Crack Resistance in High Asphalt Core Based on Mixed-Level Uniform Design and Response Surface Method-Reference-Cited by-同舟云学术

Reliability Analysis of Tensile Crack Resistance in High Asphalt Core Based on Mixed-Level Uniform Design and Response Surface Method

Published:2023-02 Issue:2 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Yanlong¹,Li Yong²,Wen Lifeng³,Liu Yunhe⁴,Zhou Heng⁵,Li Weimei²

Affiliation:

1. Professor, State Key Laboratory of Eco-Hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, No. 5 South Jinhua Rd., Xi’an 710048, P.R. China (corresponding author).

2. State Key Laboratory of Eco-Hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, No. 5 South Jinhua Rd., Xi’an 710048, P.R. China.

3. Associate Professor, State Key Laboratory of Eco-Hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, No. 5 South Jinhua Rd., Xi’an 710048, P.R. China.

4. Professor, State Key Laboratory of Eco-Hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, No. 5 South Jinhua Rd., Xi’an 710048, P.R. China.

5. Professor, PowerChina Northwest Engineering Corporation Limited, No. 18 Zhangba East Rd., Xi’an 710065, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002645

Reference41 articles.

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2. DNS-SAMR (Domestic-National Standards-State Administration for Market Regulation). 2013. Unified standard for structural reliability design of water conservancy and hydropower engineering. GB50199-2013. Beijing: China Planning Press.

3. Comparison between Duncan and Chang’s EB Model and the Generalized Plasticity Model in the Analysis of a High Earth-Rockfill Dam

4. Nonlinear Analysis of Stress and Strain in Soils

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