The compressive behaviours and microscopic characteristics of deep-sea soft soil with deionized or sea water

Author:

Jiang Mingjing123,Li Guangshuai1,Lei Huayang1,Li Zhiyuan3

Affiliation:

1. Department of Civil Engineering, School of Civil Engineering, Tianjin University, Tianjin, China

2. School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, China

3. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China

Funder

National Nature Science Foundation of China

National key Research and Development Program of China

Hainan Key R & D and Development Plan

Major consulting and Research project of the Chinese Academy of Engineering

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Reference67 articles.

1. Stabilisation of Silty Clay Soil Using Chloride Compounds;Abood T. T.;Journal of Engineering Science and Technology,2007

2. Modeling the mechanical behavior of coarse-grained soil using additive manufactured particle analogs

3. The effect of calcium ions in pore water on the residual shear strength of kaolinite and sodium montmorillonite

4. Influence of early diagenesis on geotechnical properties of clay sediments (Romania, Black Sea)

5. Consolidation Coefficient Evaluation Using an Improved Genetic Algorithm;Bao T.;Journal of Civil, Architectural & Environmental Engineering,2009

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