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author:

Sun, X.-P. (Sun, X.-P..) [1] | Ding, Z.-H. (Ding, Z.-H..) [2] | Bi, Y.-Z. (Bi, Y.-Z..) [3] | Pu, S.-Y. (Pu, S.-Y..) [4]

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Scopus

Abstract:

Compacted clay is an effective and economical engineering barrier for seepage prevention and gas blocking in landfills (including tailings pond, landfill, etc.). In addition to the lack of durability such as desiccation cracks of compacted clay modified by clinoptilolite and sodium polyacrylate, it is also necessary to consider the changes of engineering properties such as water holding capacity, water and gas resistance, and strength of compacted clay. Therefore, through oven evaporation test, flexible wall permeability test and unconfined compressive strength test, this paper studies the water retention, permeability and strength characteristics of compacted clay with different amounts of clinoptilolite and sodium polyacrylate. Orthogonal experiment L16(45) was used to optimize the amount of clinoptilolite and sodium polyacrylate and the compaction conditions, and further combined with the analytic hierarchy process (AHP), the factors affecting the water retention, permeability and strength of the compacted clay before and after the modification of clinoptilolite and sodium polyacrylate were discussed simply and quickly, and the applicability of the orthogonal experiment traditional analysis method and the analytic hierarchy process in the modified compacted clay of clinoptilolite and sodium polyacrylate was studied. © 2023, The Author(s).

Keyword:

Analytic hierarchy process (AHP) Clinoptilolite Compacted clay Sodium polyacrylate

Community:

  • [ 1 ] [Sun X.-P.]College of Civil Engineering, Sichuan University of Science and Engineering, Zigong, 643000, China
  • [ 2 ] [Ding Z.-H.]College of Civil Engineering, Sichuan University of Science and Engineering, Zigong, 643000, China
  • [ 3 ] [Bi Y.-Z.]College of Civil Engineering, Fuzhou University, Fuzhou, 350000, China
  • [ 4 ] [Pu S.-Y.]School of Civil Engineering, Shaoxing University, Zhejiang Province, Shaoxing, 312000, China

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Source :

Geomechanics and Geophysics for Geo-Energy and Geo-Resources

ISSN: 2363-8419

Year: 2023

Issue: 1

Volume: 9

3 . 9

JCR@2023

3 . 9 0 0

JCR@2023

ESI HC Threshold:26

JCR Journal Grade:1

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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