Effect of hydraulic gradient on the permeability characteristics of foam-conditioned sand for mechanized tunnelling-Reference-Cited by-同舟云学术

Effect of hydraulic gradient on the permeability characteristics of foam-conditioned sand for mechanized tunnelling

Published:2020-05 Issue: Volume:99 Page:103377
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Hu Qinxin,Wang Shuying,Qu Tongming,Xu Tao,Huang Shuo,Wang Haibo

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference39 articles.

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2. American Society for Testing and Materials (ASTM), 2006. Standard Test Method for Permeability of Granular Soils (Constant Head): ASTM D2434-68.

3. American Society for Testing and Materials (ASTM), 2017. Standard Practice for Description and Identification of Soils: ASTM D2488-17ε1.

4. Bezuijen, A., 2012. Foam used during EPB tunnelling in saturated sand, parameters determining foam consumption. In: Proceedings WTC 2012. Bangkok, Thailand, pp. 267–269.

5. Study of the permeability of foam conditioned soils with laboratory tests;Borio;AM. J. Environ. Sci.,2010

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