Prediction of permeability changes in an excavation response zone-Reference-Cited by-同舟云学术

Prediction of permeability changes in an excavation response zone

Published:1992-12 Issue:2 Volume:138 Page:217-224
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Kinoshita Naoto,Ishii Takashi,Kuroda Hidetaka,Tada Hiroyuki

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference11 articles.

1. Study on the permeability change of rock mass due to underground excavation;Motozima,1984

2. Monitoring and estimation of the effects on the properties of the surrounding rock caused by the excavation of a cavern;Yoichi,1984

3. Field measurements in the loosened zone surrounding the underground opening;Ishizuka,1988

4. Permeability assessment method applied to deep underground rock mass;Aoyama,1989

5. Mechanical behaviors and property changes of rock induced by tunnel excavation;Fukuda,1987

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

1. Rock Cavern Stability Analysis Under Different Hydro-Geological Conditions Using the Coupled Hydro-Mechanical Model;Rock Mechanics and Rock Engineering;2015-05-01

2. Analysis of Mechanical and Hydraulic Properties of Cracked Structure by the Ratio of Crack Opening Dependency (RCOD);Coupled Thermo-Hydro-Mechanical-Chemical Processes in Geo-Systems - Fundamentals, Modelling, Experiments and Applications;2004

3. PREDICTION OF PERMEABILITY CHANGES IN ROCK MASS AROUND CAVERNS BY VIRTUAL FRACTURE MODEL;Doboku Gakkai Ronbunshu;2002-09-21