Experimental Study on the Secondary Consolidation Properties of Marine Soft

Chao Jie Zhang; Shi Hua Chen; Guo Qian Liang; Hai Yun Wei

doi:10.4028/www.scientific.net/AMM.638-640.452

Paper Titles

Dynamic Analysis of Pile-Soil-Structure Interaction System under Blasting Load
p.433

Example Analysis on Safety Monitoring of Excavation Support Engineering
p.437

Experimental Research on Application of Dynamic Compaction for the Treatment of Collapsible Loess Foundation
p.441

Experimental Study on Base Reaction and Deformation Characteristic of Variable Modulus Foundation for Frame-Tube Structure
p.445

Experimental Study on the Secondary Consolidation Properties of Marine Soft
p.452

FEM Analysis of the Unsteady Seepage during Excavation
p.457

Finite Element Analysis of Clay Shear Band under Plane Strain Condition
p.462

Gob Area Grouting Reinforcement
p.466

Influence of Pile Cap Thickness on the Bearing Characteristics of Group Piles Foundation
p.471

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 638-640Experimental Study on the Secondary Consolidation...

Experimental Study on the Secondary Consolidation Properties of Marine Soft

Abstract:

Through the one dimensional consolidation of creep test, the paper presents and analyzes the deformation law of reloading under different stress level, the variation of the coefficient of consolidation and the relation between the secondary consolidation deformation and loading history. These test results show that the secondary compression during previous loading has great influence on the subsequent deformation of soil.

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Periodical:

Applied Mechanics and Materials (Volumes 638-640)

Pages:

452-456

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.638-640.452

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Online since:

September 2014

Authors:

Chao Jie Zhang, Shi Hua Chen, Guo Qian Liang, Hai Yun Wei

Keywords:

Coefficient of Secondary Consolidation, Deformation, Marine Soft, Secondary Consolidation

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References

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