APPLYING RESULTS OF CYCLIC TRIAXIAL AND SIMPLE CYCLIC SHEAR TESTS IN DESIGNING FOUNDATIONS FOR MARITIME STRUCTURES

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HATEF N.

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Seminar Paper

Paper Information

Seminar: INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS) PORTS & MARITIME ORGANIZATION
Year:1995 | Issue:2

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Title

APPLYING RESULTS OF CYCLIC TRIAXIAL AND SIMPLE CYCLIC SHEAR TESTS IN DESIGNING FOUNDATIONS FOR MARITIME STRUCTURES

Author(s)

HATEF N.

Keywords

CYCLIC TRIAXIAL TEST

SIMPLE CYCLIC SHEAR TEST

MARITIME STRUCTURES

Abstract

PROPER DESIGNING OF EVERY STRUCTURE NEEDS ACCURATE AND PRECISE KNOWLEDGE OF THE BEHAVIOR, STRENGTH AND FEATURES OF THE SOIL UNDERNEATH THE FOUNDATION OF ENFORCED LOADS. THE LOADS OF SEA WAVES ON MARITIME STRUCTURES IN NORMAL AND STORMY CONDITIONS HAVE VARIABLE INTENSITY, AMPLITUDE AND FREQUENCY, AND THE BEHAVIOR OF THE SOIL UNDERNEATH SUCH LOADS CONSEQUENTLY DIFFERS FROM ITS BEHAVIOR UNDER THE STATIC CHARGES. IN ORDER TO INVESTIGATE THE BEHAVIOR OF THE SOIL IN DESIGNING THE BASE FOR MARITIME STRUCTURES, IT IS NECESSARY TO DETERMINE THE DYNAMIC PARAMETERS OF THE SOIL BY LABORATORY AND FIELD TESTING. CYCLIC TRIAXIAL AND SIMPLE CYCLIC SHEAR TESTING METHODS ARE AMONG THE MOST SIGNIFICANT DYNAMIC SOIL TESTS. BY INVESTIGATING THE ADVANTAGES AND DISADVANTAGES OF EACH METHOD, THE CONSTRUCTED AUTOMATIC TEST SYSTEMS OF CYCLIC TRIAXIAL AND SIMPLE CYCLIC SHEAR TESTS ARE DESCRIBED IN THE ROADS AND CONSTRUCTION SCHOOL OF SHIRAZ UNIVERSITY, AND SOME OF THE RESULTS OF THE IMPLEMENTED TEST ON SHIRAZ LAYERED CLAY SOIL ARE PRESENTED. THESE RESULTS INDICATE THAT THE STRENGTH PARAMETERS OF THE SOIL UNDER TRIAXIAL AND SIMPLESHEAR LOADING CIRCUMSTANCES ARE DEPENDENT ON THE AMPLITUDE, FREQUENCY AND THE REPETITION OF LOADING. THE APPLICATION OF THESE RESULTS IN DESIGNING THE BASE OF THE MARITIME BALLAST PLATFORMS IS EXPLAINED AT THE END.

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APA: Copy

HATEF, N.. (1995). APPLYING RESULTS OF CYCLIC TRIAXIAL AND SIMPLE CYCLIC SHEAR TESTS IN DESIGNING FOUNDATIONS FOR MARITIME STRUCTURES. INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). SID. https://sid.ir/paper/907648/en

Vancouver: Copy

HATEF N.. APPLYING RESULTS OF CYCLIC TRIAXIAL AND SIMPLE CYCLIC SHEAR TESTS IN DESIGNING FOUNDATIONS FOR MARITIME STRUCTURES. 1995. Available from: https://sid.ir/paper/907648/en

IEEE: Copy

N. HATEF, “APPLYING RESULTS OF CYCLIC TRIAXIAL AND SIMPLE CYCLIC SHEAR TESTS IN DESIGNING FOUNDATIONS FOR MARITIME STRUCTURES,” presented at the INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). 1995, [Online]. Available: https://sid.ir/paper/907648/en

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