Author:
Guo Jiaqi,Wu Wenlong,Liu Xiliang,Huang Xin,Zhu Zhengguo
Funder
National Natural Science Foundation of China
National Key Basic Research and Development Plan (973 Plan) Project
China Postdoctoral Science Foundation Fund
Doctoral Fund of Henan Polytechnic University
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Reference23 articles.
1. Chen WF (2013) Limit analysis and soil plasticity. Elsevier, Amsterdam
2. Fraldi M, Guarracino F (2009) Limit analysis of collapse mechanisms in cavities and tunnels according to the Hoek–Brown failure criterion. Int J Rock Mech Min 46(4):665–673
3. Guo JQ (2011) Study on against-inrush thickness and waterburst mechanism of karst tunnel. Ph.D thesis, Beijing Jiaotong University, Beijing
4. Guo JQ, Li HF, Chen F, He ZY (2017) Theoretical analysis on water-resisting thickness of karst tunnel face. Chin J Undergr Space Eng 13(5):1373–1380
5. Guo JQ, Qian Y, Chen JX, Chen F (2019) The minimum safe thickness and catastrophe process for water inrush of a karst tunnel face with multi fractures. Processes 7:686
Cited by
3 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