Ground Modification Techniques to Improve Liquefaction Resistance in Indo-Gangetic Soils

Publication type: Book Chapter
Publication date: 2019-08-20
Springer Nature
SJR: —
CiteScore: —
Impact factor: —
ISSN: 23645156, 23645164
Abstract
Liquefaction is a well-known seismic hazard during which soil starts behaving like a fluid and is no longer be able to support structure due to the reduction in its shear strength. Deep ground modification techniques can be very effective in reducing liquefaction potential by vibration/displacement/stabilization of loose granular soil. In this paper, the efficacy in mitigating the liquefaction potential of soil by different methods of ground improvement, by comparing SPT and eCPT values of the soil before and after the soil improvement, are discussed.
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GOST Copy
Shahu J. T., Mohanty M. Ground Modification Techniques to Improve Liquefaction Resistance in Indo-Gangetic Soils // Developments in Geotechnical Engineering. 2019. pp. 127-133.
GOST all authors (up to 50) Copy
Shahu J. T., Mohanty M. Ground Modification Techniques to Improve Liquefaction Resistance in Indo-Gangetic Soils // Developments in Geotechnical Engineering. 2019. pp. 127-133.
RIS |
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RIS Copy
TY - GENERIC
DO - 10.1007/978-981-13-8828-6_12
UR - https://doi.org/10.1007/978-981-13-8828-6_12
TI - Ground Modification Techniques to Improve Liquefaction Resistance in Indo-Gangetic Soils
T2 - Developments in Geotechnical Engineering
AU - Shahu, J. T.
AU - Mohanty, Mamata
PY - 2019
DA - 2019/08/20
PB - Springer Nature
SP - 127-133
SN - 2364-5156
SN - 2364-5164
ER -
BibTex
Cite this
BibTex (up to 50 authors) Copy
@incollection{2019_Shahu,
author = {J. T. Shahu and Mamata Mohanty},
title = {Ground Modification Techniques to Improve Liquefaction Resistance in Indo-Gangetic Soils},
publisher = {Springer Nature},
year = {2019},
pages = {127--133},
month = {aug}
}