1. Institute of Geotechnical Engineering, Xi’an University of Technology, Xi’an, Shaanxi 710048, China
2. Shaanxi Key Laboratory of Loess Mechanics and Engineering, Xi’an University of Technology, Xi’an, Shaanxi 710048, China
3. Hanjiang to Weihe River Valley Water Diversion Project Construction Co., Ltd., Xi’an, Shaanxi 710000, China
4. Department of Architecture and Urban Planning, Xi’an University of Technology, Xi’an, Shaanxi 710048, China
Online:2022-10-28
Published:2022-11-25
Contact:
SHAO Shuai, male, born in 1990, PhD, Lecture, mainly engaged in the loess mechanics. E-mail: shaoshuai@xaut.edu.cn
E-mail: 3406313594@qq.com
About author:ZHU Xue-liang, male, born in 1996, Master degree candidate, mainly engaged in the loess mechanics and limit analysis of slope stability.
Supported by:
the National Natural Science Foundation of China (52108342), the Shaanxi Province Natural Science Foundation Research Program–Hanjiang-Weihe Joint Fund Project (2019JLP-21, 2019JLZ-13), the Ph.D. Launch Fund of Xi’an University of Technology (107-451122001) and the Shaanxi Water Science and Technology Program (2021slkj-12).