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effect of cyclic loading direction on sandy slope liquefaction
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DOR
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20.1001.2.9819010854.1398.8.1.79.6
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نویسنده
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rasouli mohamad reza ,moradi majid ,ghalandarzadeh abbas
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منبع
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كنفرانس بين المللي زلزله شناسي و مهندسي زلزله - 1398 - دوره : 8 - هشتمین کنفرانس زلزله شناسی و مهندسی زلزله - کد همایش: 98190-10854 - صفحه:1 -2
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چکیده
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This article investigates the effect of cyclic shear loading direction, produced by earthquake on liquefaction resistance of a sandy carbonate slope (material obtained from hormuz island).presence of slopes produces initial static shear stress which may have different orientations with cyclic earthquakeloading. in this paper, an experimental study performed cyclic undrained constant volume bidirectional simple shear test accomplished on reconstituting cylindrical specimen prepared by the dry pluvial deposition method.
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کلیدواژه
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multidirectional loading ,simple shear ,liquefaction ,carbonate sand
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آدرس
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university of tehran, iran, university of tehran, iran, university of tehran, iran
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پست الکترونیکی
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aghaland@ut.ac.ir
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Authors
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