Constitutive modeling of weak interlayer zone subject to unloading stress paths in underground excavation based on modified equivalent plastic work-Reference-Cited by-同舟云学术

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Constitutive modeling of weak interlayer zone subject to unloading stress paths in underground excavation based on modified equivalent plastic work

Published:2024-06 Issue: Volume:160 Page:108179
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Duan Shuqian^ORCID,Wang Hao,Gao Po,Xu Dingping,Jiang Quan,Cao Bei,Jiang Xiqing,Xiong Jiecheng

Funder

China Academy of Space Technology

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Henan Province Science and Technology Innovation Talent Program

Publisher

Elsevier BV

Reference63 articles.

1. Efficiency evaluation of hydropower station operation: a case study of Longyangxia station in the Yellow River, China;Chang;Energy,2017

2. Comparison between seasonal pumped-storage and conventional reservoir dams from the water, energy and land nexus perspective;Hunt;Energy. Convers. Manage,2018

3. Hydropower development situation and prospects in China;Li;Renew. Sust. Energ. Rev.,2018

4. Current hydropower developments in Europe;Wagner;Curr. Opin. Env. Sust.,2019

5. Experimental study on isolated operation of hydro-turbine governing system of Lunzua hydropower station in Zambia;Wang;Renew. Energ.,2021

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Investigation on uncoordinated deformation and failure mechanism and damage modeling of rock mass with weak interlayer zone;Engineering Failure Analysis;2024-09

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