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author:

Bian, X. (Bian, X..) [1] | Zeng, L. (Zeng, L..) [2] | Deng, Y. (Deng, Y..) [3] | Li, X. (Li, X..) [4]

Indexed by:

Scopus

Abstract:

This paper presents the role of superabsorbent polymer (SAP) on strength and microstructure development in cemented clays with notably high water content. A series of unconfined compressive strength (UCS), scanning electron microscope (SEM) and X-ray diffraction (XRD) tests were performed to identify strength behavior and microstructure. Results showed that SAP significantly influenced the mechanical behavior of cemented clays with notably high water content, characterized by an increase in the unconfined compressive strength and a decrease in the after-curing water content with SAP content. This revealed that the strength increase due to SAP was directly related to the water absorption by SAP. Meanwhile, XRD results showed that the hydration products were controlled by cement and lime content, regardless of SAP content. That meant there was no chemical reaction between SAP particles used in this study and cement or lime. The microstructure analysis by SEM revealed that SAP played an important role in the microstructure of cemented clays. With an increase in SAP content, the water absorbed by SAP increased significantly, leading to a decrease in the pore volume and a denser soil fabric. This behavior indicated that the primary role of SAP on strength increase was to absorb and fix water in cemented clays. Consequently, the clay-cement cluster distance decreased with an increase in solid mass (soil particles and swollen SAP particles) and a decrease in pore water. The corresponding tighter flocculated fabric due to SAP eventually led to the strength increase. © 2018 by the authors.

Keyword:

Cemented clay; High water content; Microstructure; SEM; Superabsorbent polymer

Community:

  • [ 1 ] [Bian, X.]Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, 210098, China
  • [ 2 ] [Bian, X.]Institute for Underground Space and Geoenvironment, School of Earth Sciences and Engineering, Nanjing University, Nanjing, 210046, China
  • [ 3 ] [Zeng, L.]Institute of Geotechnical Engineering, College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 4 ] [Deng, Y.]Institute of Geotechnical Engineering, School of Transportation, Southeast University, Nanjing, 210096, China
  • [ 5 ] [Li, X.]Institute for Underground Space and Geoenvironment, School of Earth Sciences and Engineering, Nanjing University, Nanjing, 210046, China
  • [ 6 ] [Li, X.]Sino Probe Center, Chinese Academy of Geological Sciences, No. 26 Baiwanzhuang Street, Beijing, 100037, China

Reprint 's Address:

  • [Zeng, L.]Institute of Geotechnical Engineering, College of Civil Engineering, Fuzhou UniversityChina

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Source :

Polymers

ISSN: 2073-4360

Year: 2018

Issue: 10

Volume: 10

3 . 1 6 4

JCR@2018

4 . 7 0 0

JCR@2023

ESI HC Threshold:209

JCR Journal Grade:1

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 36

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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