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Geomechanics and Geoengineering
An International Journal
Volume 5, 2010 - Issue 3
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Original Articles

Influence of initial conditions on liquefaction resistance of silty sands

K. Rangaswamy Department of Civil Engineering, National Institute of Technology Calicut, Kerala, 673 601, IndiaCorrespondence[email protected].
,
A. Boominathan Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, 600 036, India
&
K. Rajagopal Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, 600 036, India
Pages 199-211 | Received 13 Apr 2009, Accepted 16 Feb 2010, Published online: 31 Aug 2010

Citations (4)

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Read on this site (3)

Devi Priyanka Darisi, Teja Munaga & Kalyan Kumar Gonavaram. (2023) Laboratory investigation on liquefaction of sands and cemented sand mixes. Geomechanics and Geoengineering 0:0, pages 1-13.
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Debdeep Sarkar, Frederik Koch, Meisam Goudarzy & Torsten Wichtmann. (2023) The influence of various end restraints and grain shape on the cyclic undrained behaviour of granular materials. International Journal of Geotechnical Engineering 17:1, pages 74-90.
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Abduallah Galaa, Manal Salem, Mohamed Ibrahim & Ashraf Hussein. (2020) Static and cyclic shear behaviour of saline dredged sand. International Journal of Geotechnical Engineering 14:8, pages 876-887.
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Articles from other publishers (1)

Ching S. Chang, Mehrashk Meidani & Yibing Deng. (2017) A compression model for sand–silt mixtures based on the concept of active and inactive voids. Acta Geotechnica 12:6, pages 1301-1317.
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