Effect of Super-Absorbent Polymer on the Undrained Shear Behavior of Cemented Dredged Clay with High Water Content-Reference-Cited by-同舟云学术

Effect of Super-Absorbent Polymer on the Undrained Shear Behavior of Cemented Dredged Clay with High Water Content

Published:2017-07 Issue:7 Volume:29 Page:04017023
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Bian Xia¹,Cao Yu-Peng²,Wang Zhi-Feng³,Ding Guo-Quan⁴,Lei Guo-Hui⁵

Affiliation:

1. Lecturer, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, P. R. China; Postdoctoral, School of Earth Sciences and Engineering, Nanjing Univ., Nanjing 210046, P. R. China (corresponding author).

2. Lecturer, School of Transportation, Shandong Univ. of Science and Technology, Qingdao 266590, P. R. China.

3. Lecturer, School of Highway, Chang’an Univ., Xi’an 710064, P. R. China.

4. Ph.D. Candidate, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, P. R. China; Geotechnical Research Institute, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, P. R. China.

5. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, P. R. China; Geotechnical Research Institute, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, P. R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001849

Reference32 articles.

1. Drained Shear Strength of Over-Consolidated Compacted Soil-Cement

2. ASTM. (2011a). “Standard practice for classification of soils for engineering purposes (Unified Soil Classification System).” ASTM D2487 West Conshohocken PA.

3. ASTM. (2011b). “Standard test method for consolidated undrained triaxial compression test for cohesive soils.” ASTM D4767 West Conshohocken PA.

4. Compressibility of cemented dredged clay at high water content with super-absorbent polymer

5. Effect of Again of the Shear-Strength Properties of a Normally Consolidated Clay

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