Investigation on structural evolution and permeability of Cr(VI) contaminated sand-bentonite upon loading-Reference-Cited by-同舟云学术

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Investigation on structural evolution and permeability of Cr(VI) contaminated sand-bentonite upon loading

Published:2024-08 Issue: Volume:439 Page:137318
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Zhang Zhao,Zhu Kao-fei^ORCID,He Yong,Ni Xue-qian,Wang Hao,Zhang Ke-neng

Publisher

Elsevier BV

Reference52 articles.

1. Consolidation Behavior of Polymerized Bentonite-Amended Backfills;Bohnhoff;J. Geotech. Geoenviron. Eng.,2014

2. Studies on hydraulic conductivity and compressibility of backfills for soil-bentonite cutoff walls;Xu;Appl. Clay Sci.,2016

3. Retention of Pb and Cr(VI) onto slurry trench vertical cutoff wall backfill containing phosphate dispersant amended Ca-bentonite;Yang;Appl. Clay Sci.,2019

4. Comparison of Laboratory and Field Measurements of Backfill Hydraulic Conductivity for a Large-Scale Soil-Bentonite Cutoff Wall;Malusis;J. Geotech. Geoenviron. Eng.,2020

5. Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions;Fu;J. Geotech. Geoenviron. Eng.,2022

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