DEM STUDY OF CRITICAL STATE IN BINARY GRANULAR SOILS AND A UNIFIED CONSTITUTIVE MODEL FOR CLEAN AND SILTY SANDS

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LASHKARI ALI; KARIMI MASOUMEH

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Journal: BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING Year:2016 | Volume:2 | Issue:4 Page(s): 27-45

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Information Journal Paper

Title

DEM STUDY OF CRITICAL STATE IN BINARY GRANULAR SOILS AND A UNIFIED CONSTITUTIVE MODEL FOR CLEAN AND SILTY SANDS

Author(s)

LASHKARI ALI | KARIMI MASOUMEH | Issue Writer Certificate

Keywords

SILTY SAND

INTERGRANULAR VOID RATIO

CRITICAL STATE

STATE PARAMATER

BOUNDING SURFACE PLASTICITY

LIQUEFACTION

Abstract

Earthquake-induced cyclic shear stresses may lead to a remarkable loss of shear strength, accumulation of pore water pressure, and permanent large amplitude deformations in granular soils. The technical term LIQUEFACTION is commonly attributed to the family of phenomena named above. LIQUEFACTION of clean sands has been studied extensively in the laboratory, and in past, it used to be believed that the presence of non-plastic fines in coarse granular soils definitely eventuates in strengthening the soil structure against LIQUEFACTION...

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APA: Copy

LASHKARI, ALI, & KARIMI, MASOUMEH. (2016). DEM STUDY OF CRITICAL STATE IN BINARY GRANULAR SOILS AND A UNIFIED CONSTITUTIVE MODEL FOR CLEAN AND SILTY SANDS. BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING, 2(4 ), 27-45. SID. https://sid.ir/paper/265910/en

Vancouver: Copy

LASHKARI ALI, KARIMI MASOUMEH. DEM STUDY OF CRITICAL STATE IN BINARY GRANULAR SOILS AND A UNIFIED CONSTITUTIVE MODEL FOR CLEAN AND SILTY SANDS. BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING[Internet]. 2016;2(4 ):27-45. Available from: https://sid.ir/paper/265910/en

IEEE: Copy

ALI LASHKARI, and MASOUMEH KARIMI, “DEM STUDY OF CRITICAL STATE IN BINARY GRANULAR SOILS AND A UNIFIED CONSTITUTIVE MODEL FOR CLEAN AND SILTY SANDS,” BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING, vol. 2, no. 4 , pp. 27–45, 2016, [Online]. Available: https://sid.ir/paper/265910/en

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