Stress systems in orthotropic quarter plane

M. C. Constaiitiiiou; Robin S. Greenleaf

doi:10.1061/(ASCE)0733-9399(1987)113:11(1720)

Stress systems in orthotropic quarter plane

M. C. Constaiitiiiou
, Robin S. Greenleaf

Department of Civil, Structural & Environmental Engineering

Architectural Engrs. Inc.

Research output: Contribution to journal › Article › peer-review

1 Scopus citations

Abstract

A solution is derived for stresses in an orthotropic quarter plane loaded by (1) A tangential concentrated line load at distance a from the edge; (2) a uniform normal load over length a and at distance a from the edge; and (3) a uniform normal load over length a at the edge. The results may find application in reinforced-earth and geotextile retaining walls, vertical slopes of horizontally jointed rock, and unsupported excavations of anisotropic soil

Original language	English
Pages (from-to)	1720-1738
Number of pages	19
Journal	Journal of Engineering Mechanics - ASCE
Volume	113
Issue number	11
DOIs	https://doi.org/10.1061/(ASCE)0733-9399(1987)113:11(1720)
State	Published - Nov 1987

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10.1061/(ASCE)0733-9399(1987)113:11(1720)

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title = "Stress systems in orthotropic quarter plane",

abstract = "A solution is derived for stresses in an orthotropic quarter plane loaded by (1) A tangential concentrated line load at distance a from the edge; (2) a uniform normal load over length a and at distance a from the edge; and (3) a uniform normal load over length a at the edge. The results may find application in reinforced-earth and geotextile retaining walls, vertical slopes of horizontally jointed rock, and unsupported excavations of anisotropic soil",

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AB - A solution is derived for stresses in an orthotropic quarter plane loaded by (1) A tangential concentrated line load at distance a from the edge; (2) a uniform normal load over length a and at distance a from the edge; and (3) a uniform normal load over length a at the edge. The results may find application in reinforced-earth and geotextile retaining walls, vertical slopes of horizontally jointed rock, and unsupported excavations of anisotropic soil

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Stress systems in orthotropic quarter plane

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