Collaborative effects of red mud and phosphogypsum on geotechnical behavior of cement-stabilized dredged clay

Author:

Ding Jianwen,Wan Xing,Jiao Ning,Zhang Sai,Chen Weihang

Funder

National Natural Science Foundation of China

National Key R&D Program of China

Graduate Research and Innovation Projects of Jiangsu Province

Scientific Research Foundation of Graduate School of Southeast University

Publisher

Springer Science and Business Media LLC

Reference54 articles.

1. Abdi MR, Askarian A, SafdariSehGonbad M (2020) Effects of sodium and calcium sulphates on volume stability and strength of lime-stabilized kaolinite. Bull Eng Geol Environ 79(2):941–957

2. ASTM, Designation: D 2487 (2011a) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). West Conshoshocken, PA, USA

3. ASTM, Designation: D 4767 (2011b) Standard test method for consolidated undrained triaxial compression test for cohesive soils. ASTM D4767, West Conshohocken, PA, USA

4. ASTM, Designation: D 2166 (2013) Standard test method for unconfined compressive strength of cohesive soil. West Conshoshocken, PA, USA

5. Bergado DT, Anderson LR, Miura N, Balasubramaniam AS (1996) Soft ground improvement in lowland and other environments. American Society of Civil Engineers(ASCE)Press, New York

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