Effects of Reinforcement on Liquefaction Resistance of Solani Sand-Reference-Cited by-同舟云学术

Effects of Reinforcement on Liquefaction Resistance of Solani Sand

Published:2012-07 Issue:7 Volume:138 Page:831-840
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Maheshwari B. K.¹,Singh H. P.²,Saran Swami³

Affiliation:

1. Associate Professor, Dept. of Earthquake Engineering, IIT Roorkee, India 247667 (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, NERIST, Itanagar, India.

3. Professor, Emeritus Fellow, Dept. of Earthquake Engineering, IIT Roorkee, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000645

Reference29 articles.

1. Andrews K. Z. McGown A. Hytiris N. Mercer F. B. and Swetland D. B. (1986). “The use of mesh elements to alter the stress strain behavior of granular soils.” Proc. 3rd Int. Conf. on Geotextiles Vienna Austria 839–844.

2. Coelho P. A. Haigh S. T. and Gopal Madabhushi S. P. (2003). “Boundary effects in dynamic centrifuge modelling of liquefaction in sand deposits.” 16th ASCE Eng. Mech. Conf. ASCE Reston VA.

3. Damarashetty U. Rao G. V. and Dutta R. K. (2006). “Behaviour of sand reinforced with coir fibres.” Proc. 8th Int. Conf. on Geosynthetics Japan 1667–1670.

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