Physicochemical and Mechanical Properties of Polymer-Amended Kaolinite and Fly Ash–Kaolinite Mixtures

Author:

Kang Xin1,Bate Bate2,Chen Ren-Peng3,Yang Wei4,Wang Fei5

Affiliation:

1. Professor, Dept. of Geotechnical Engineering, College of Civil Engineering, Hunan Univ., Changsha 40010, China (corresponding author).

2. Professor, Dept. of Geotechnical Engineering, College of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

3. Professor, Dept. of Geotechnical Engineering, College of Civil Engineering, Hunan Univ., Changsha 40010, China.

4. Associate Professor, Dept. of Geotechnical Engineering, College of Civil Engineering, Hunan Univ., Changsha 40010, China.

5. Associate Professor, Dept. of Civil Engineering, Southeast Univ., Nanjing 211189, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference48 articles.

1. ACAA (American Coal Ash Association). 2016. Annual coal ash production and use report. Alexandria VA: ACAA.

2. ASTM. 2010. Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass. ASTM D2216-10. West Conshohocken PA: ASTM.

3. ASTM. 2012. Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft 3 (600 kN-m/m 3 )). ASTM D698-12e2. West Conshohocken PA: ASTM.

4. ASTM. 2016. Standard test method for unconfined compressive strength of cohesive soil. ASTM D2166/D2166M-16. West Conshohocken PA: ASTM.

5. ASTM. 2017. Standard test methods for liquid limit plastic limit and plasticity index of soils. ASTM D4318-17e1. West Conshohocken PA: ASTM.

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