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The Experiment Study on Soft Clay About the Shear Strength Parameters

Huang Shengwen

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Abstract

This paper is concerned with the experiment study on soft clay in the shear strength parameters. In the hand, by UU-triaxial tests s oft clays in different saturated degree, the influence relationship between satu rated degree and strength is built out. On the other hand, by many consolidated -quickly shear test, the rule of soft clay strength improvement is drawn from d ifferent consolidated pressure and different degree of consolidation. The result provides a foundation for soft clay engineering design and the stability analys is.

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What this paper is about

This paper is concerned with the experiment study on soft clay in the shear strength parameters. In the hand, by UU-triaxial tests s oft clays in different saturated degree, the influence relationship between satu rated degree and strength is built out. On the other hand, by many consolidated -quickly shear test, the rule of soft clay strength improvement is drawn from d ifferent consolidated pressure and different degree of consolidation. The result provides a foundation for soft clay engineering design and the stability analys is.

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Available abstract

This paper is concerned with the experiment study on soft clay in the shear strength parameters. In the hand, by UU-triaxial tests s oft clays in different saturated degree, the influence relationship between satu rated degree and strength is built out. On the other hand, by many consolidated -quickly shear test, the rule of soft clay strength improvement is drawn from d ifferent consolidated pressure and different degree of consolidation. The result provides a foundation for soft clay engineering design and the stability analys is.

Key concepts: Consolidation (business), Geotechnical engineering, Shear strength (soil), Direct shear test, Geology, Shear (geology), Soil water, Petrology

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