Consolidation behavior and microstructure properties of cement-treated dredged soil during the stress curing

Author:

He Xingxing12,Chen Yijun134,Li Yuan12,Guo Dongdong12,Xue Qiang135,Wang Shiquan6,Wang Ping134,Wan Yong135,Liu Lei135

Affiliation:

1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China

2. University of Chinese Academy of Sciences, Beijing, China

3. Hubei Province Key Laboratory of Contaminated Sludge and Soil Science and Engineering, Wuhan, China

4. Wuhan CAS-ITRI Solid Waste Resources Co., Ltd, Wuhan, China

5. IRSM-CAS/HK PolyU Joint Laboratory on Solid Waste Science, Wuhan, China

6. School of Resources and Civil Engineering, Suzhou University, Suzhou, Anhui PR, China

Funder

National Science Foundation for Distinguished Young Scholars

National Natural Science Foundation of China/Hong Kong Research Grants Council Joint Research

Youth Innovation Promotion Association CAS

Yixing “Taodu Talent” program of Technology Innovation and Entrepreneurship leading Talent Project

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Reference41 articles.

1. On yield stresses and the influence of curing stresses on stress paths and strength measured in triaxial testing of stabilized soils

2. ASTM D2487-11. 2011. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). West Conshohocken, PA: ASTM International

3. ASTM D2974-14. 2014a. Standard Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils. West Conshohocken, PA: ASTM International,

4. ASTM D4318-17. 2017. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. West Conshohocken, PA: ASTM International,

5. ASTM D4972-13. 2013. Standard Test Method for pH of Soils. West Conshohocken, PA: ASTM International

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