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contributor authorIsaac A.
contributor authorJeldes
contributor authorNicholas E.
contributor authorVence
contributor authorEric C.
contributor authorDrumm
date accessioned2017-05-08T21:46:01Z
date available2017-05-08T21:46:01Z
date copyrightApril 2015
date issued2015
identifier other%28asce%29gm%2E1943-5622%2E0000345.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61729
description abstractThe growth of precision autoguidance systems on construction equipment suggests that nonplanar slopes and landforms now can be constructed readily. Slopes with concave cross sections not only appear more like natural slopes, but can also have superior stability and erosion resistance. Thus, it is desirable to have the description of concave slopes that provide mechanical stability for a given set of soil properties. In this paper, an approximate solution that defines the geometry of critical concave slopes (factor of safety
publisherAmerican Society of Civil Engineers
titleApproximate Solution to the Sokolovskiĭ Concave Slope at Limiting Equilibrium
typeJournal Paper
journal volume15
journal issue2
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000330
treeInternational Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 002
contenttypeFulltext


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