Seepage Behavior and Grouting Effects for Large Rock Caverns-Reference-Cited by-同舟云学术

Seepage Behavior and Grouting Effects for Large Rock Caverns

Published:2015-06 Issue:3 Volume:15 Page:06014023
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Usmani A.¹,Kannan G.²,Nanda A.³,Jain S. K.⁴

Affiliation:

1. Deputy Manager, Engineers India Ltd., 1 BhikajiCama Pl., New Delhi 110016, India (corresponding author).

2. Deputy Manager, Engineers India Ltd., 1 BhikajiCama Pl., New Delhi 110016, India.

3. Deputy General Manager, Engineers India Ltd., 1 BhikajiCama Pl., New Delhi 110016, India.

4. Associate Professor, Dept. of Civil Engineering, Jaypee Univ. of Information Technology, Solan (HP) 173215, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000449

Reference12 articles.

1. Aberg B. (1977). “Prevention of gas leakage from unlined reservoirs in rock.” Proc. 1st Int. Symp. on Storage in Excavated Rock Caverns (Rockstore 77) S. M. Bergman ed. Pergamon Press Oxford U.K. 399–413.

2. Numerical Study of the Long-Term Performance of an Underground Powerhouse Subjected to Varying Initial Stress States, Cyclic Water Heads, and Temperature Variations

3. Basic Engineering Design (BED). (2009). “Strategic storage project at Padur.” Engineers India New Delhi India.

4. Evaluation of rock-mass permeability tensor and prediction of tunnel inflows by means of geostructural surveys and finite element seepage analysis

5. FLAC 7.0 [Computer software]. Minneapolis Itasca Consulting Group.

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