Workability, compressibility and hydraulic conductivity of zeolite-amended clayey soil/calcium-bentonite backfills for slurry-trench cutoff walls-Reference-Cited by-同舟云学术

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Workability, compressibility and hydraulic conductivity of zeolite-amended clayey soil/calcium-bentonite backfills for slurry-trench cutoff walls

Published:2015-09 Issue: Volume:195 Page:258-268
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Du Y.J.,Fan R.D.,Liu S.Y.,Reddy K.R.,Jin F.

Funder

State Key Program of National Natural Science of China

National Natural Science Foundation of China

National Natural Science Foundation of Jiangsu Province

University Postgraduate Research and Innovation Project of Jiangsu Province

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference62 articles.

1. Effect of bentonite on permeability of dune sand;Ameta;Electron. J. Geotech. Eng.,2008

2. Recommended practice for field testing water-based drilling fluids;API 13B-1,2009

3. Standard Test Methods for One-dimensional Consolidation Properties of Soils Using Incremental Loading;ASTM D2435,2011

4. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System);ASTM D2487,2011

5. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils;ASTM D4318,2010

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2. Analytical Solution for Contaminant Transport through a Soil–Bentonite (SB)/Geosynthetic Clay Liner (GCL)/Soil–Bentonite (SB) Composite Cutoff Wall and an Aquifer;Processes;2024-07-16

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4. Performance of cut-off walls under long-term vacuum suction: A case study;Marine Georesources & Geotechnology;2024-06-03

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