Effect of Grain Size and Distribution on Permeability and Mechanical Behavior of Acrylamide Grouted Sand-Reference-Cited by-同舟云学术

Effect of Grain Size and Distribution on Permeability and Mechanical Behavior of Acrylamide Grouted Sand

Published:2005-12 Issue:12 Volume:131 Page:1457-1465
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ozgurel H. Gurkan¹²,Vipulanandan Cumaraswamy¹²

Affiliation:

1. MSCE Student, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston TX 77204-4003.

2. Chairman, Professor and Director of Center for Innovative Grouting Materials and Technology (CIGMAT), Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston TX 77204-4003 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A12%281457%29

Reference18 articles.

1. Factors Affecting Mechanical and Creep Properties of Silicate-Grouted Sands

2. Baker W. H. (1982). “Planning and performing structural chemical grouting.” Proc. Grouting in Geotechnical Engineering W. H. Baker ed. ASCE New York.

3. Center for Innovative Grouting Materials and Technology (CIGMAT). (2002a). “Standard test method for measuring compressive strength of grouts and grouted sands.” GR02-02 Univ. of Houston Houston.

4. Center for Innovative Grouting Materials and Technology (CIGMAT). (2002b). “Standard test method for permeability of grouts and grouted sands.” GR07-02 Univ. of Houston Houston.

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