Study and Application of a Nonlinear Elastic Model Considering <i>K</i><sub>0</sub>-Consolidation for Soft Clay

Jul. 2021

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Study and Application of a Nonlinear Elastic Model Considering K0-Consolidation for Soft Clay[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(2): 70-74.

Citation:

Study and Application of a Nonlinear Elastic Model Considering K₀-Consolidation for Soft Clay[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(2): 70-74.

Study and Application of a Nonlinear Elastic Model Considering K0-Consolidation for Soft Clay[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(2): 70-74.

Citation:

Study and Application of a Nonlinear Elastic Model Considering K₀-Consolidation for Soft Clay[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(2): 70-74.

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Study and Application of a Nonlinear Elastic Model Considering K₀-Consolidation for Soft Clay

Received Date: 2001-11-27
Available Online: 2021-07-20

Abstract

Abstract

Through researching the normalized behavior of stress strain relationships in CIU-tests and C K₀U-tests for soft clay,a nonlinear elastic model considering K₀-consolidation is established.Then by means of an engineering project,its applicability is tested.
- soft clay,
- K₀-consolidation,
- nonlinear elastic model