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INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH
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ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
open access , Peer-reviewed, and Refereed Journals, Impact factor 8.15

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Volume 9 | Issue 4

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Paper Title:	STUDY OF SEISMIC PRESSURE AND WIND LOAD ACTING ON RETAINING WALLS
Authors Name:	Shreyas Patel , Nisarg Patel , Nikunj Patel
Unique Id:	IJSDR1704022
Published In:	Volume 2 Issue 4, April-2017
Abstract:	Retaining walls are structures designed to restrain soil to a slope that it would not naturally keep to (typically a steep, near-vertical or vertical slope). They are used to bound soils between two different elevations often in areas of terrain possessing undesirable slopes or in areas where the landscape needs to be shaped severely and engineered for more specific purposes like hillside farming or roadway overpasses. A retaining wall is a structure designed and constructed to resist the lateral pressure of soil, when there is a desired change in ground elevation that exceeds the angle of repose of the soil. The walls must resist the lateral pressures generated by loose soils or, in some cases, water pressures
Keywords:	Retaining wall, piling wall, cantilever wall, anchored wall, soil pressure, live load, dead load, seismic pressure
Cite Article:	"STUDY OF SEISMIC PRESSURE AND WIND LOAD ACTING ON RETAINING WALLS", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.2, Issue 4, page no.131 - 134, April-2017, Available :http://www.ijsdr.org/papers/IJSDR1704022.pdf
Downloads:	000337067
Publication Details:	Published Paper ID: IJSDR1704022 Registration ID:170163 Published In: Volume 2 Issue 4, April-2017 DOI (Digital Object Identifier): Page No: 131 - 134 Publisher: IJSDR \| www.ijsdr.org ISSN Number: 2455-2631

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