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MECHANICAL BEHAVIOUR OF SOIL IN THE TRIAXIAL TEST

E Juarez, A Rico

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Abstract

RESULTS ARE PRESENTED OF LABORATORY TRIAXIAL TESTS CARRIED OUT TO STUDY SOIL BEHAVIOUR. PURELY COHESIVE SOILS ARE FIRST EXAMINED, E.G. WEALD CLAY, ON WHICH WERE CARRIED OUT ISOTROPIC COMPRESSION TESTS, COMPRESSION AND TENSILE TESTS, DRAINAGE WITHOUT SAND AS NORMALLY CONSOLIDATED AND PRECONSOLIDATED CLAY. A STUDY IS PRESENTED OF STRESS-STRAIN CURVES, PORE WATER PRESSURE, CHANGES IN VOLUME, COMPARISON OF DEFORMATION; DETAILS ARE GIVEN OF COMPRESSION TESTS ON SAND, OF THE STRESS-STRAIN RATIO, AND OF STRENGTH.

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What this paper is about

RESULTS ARE PRESENTED OF LABORATORY TRIAXIAL TESTS CARRIED OUT TO STUDY SOIL BEHAVIOUR. PURELY COHESIVE SOILS ARE FIRST EXAMINED, E.G. WEALD CLAY, ON WHICH WERE CARRIED OUT ISOTROPIC COMPRESSION TESTS, COMPRESSION AND TENSILE TESTS, DRAINAGE WITHOUT SAND AS NORMALLY CONSOLIDATED AND PRECONSOLIDATED CLAY. A STUDY IS PRESENTED OF STRESS-STRAIN CURVES, PORE WATER PRESSURE, CHANGES IN VOLUME, COMPARISON OF DEFORMATION; DETAILS ARE GIVEN OF COMPRESSION TESTS ON SAND, OF THE STRESS-STRAIN RATIO, AND OF STRENGTH.

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Available abstract

RESULTS ARE PRESENTED OF LABORATORY TRIAXIAL TESTS CARRIED OUT TO STUDY SOIL BEHAVIOUR. PURELY COHESIVE SOILS ARE FIRST EXAMINED, E.G. WEALD CLAY, ON WHICH WERE CARRIED OUT ISOTROPIC COMPRESSION TESTS, COMPRESSION AND TENSILE TESTS, DRAINAGE WITHOUT SAND AS NORMALLY CONSOLIDATED AND PRECONSOLIDATED CLAY. A STUDY IS PRESENTED OF STRESS-STRAIN CURVES, PORE WATER PRESSURE, CHANGES IN VOLUME, COMPARISON OF DEFORMATION; DETAILS ARE GIVEN OF COMPRESSION TESTS ON SAND, OF THE STRESS-STRAIN RATIO, AND OF STRENGTH.

Key concepts: Geotechnical engineering, Triaxial shear test, Pore water pressure, Compression (physics), Isotropy, Soil water, Ultimate tensile strength, Stress–strain curve

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