Stress induced permeability anisotropy of Resedimented Boston Blue Clay-Reference-Cited by-同舟云学术

Stress induced permeability anisotropy of Resedimented Boston Blue Clay

Published:2013-10 Issue:10 Volume:49 Page:6561-6571
ISSN:0043-1397
Container-title:Water Resources Research
language:en
Short-container-title:Water Resour. Res.

Author:

Adams Amy L.¹,Germaine John T.¹,Flemings Peter B.²,Day-Stirrat Ruarri J.³⁴

Affiliation:

1. Department of Civil and Environmental Engineering; Massachusetts Institute of Technology; Cambridge Massachusetts USA

2. Jackson School of Geosciences; University of Texas at Austin; Austin Texas USA

3. Bureau of Economic Geology; University of Texas at Austin; Austin Texas USA

4. Now at Shell International Exploration and Production; Projects and Technology; Houston Texas USA

Publisher

American Geophysical Union (AGU)

Subject

Water Science and Technology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/wrcr.20470/fullpdf

Reference41 articles.

1. Abdulhadi , N. O. 2009 An experimental investigation into the stress-dependent mechanical behavior of cohesive soil with application to wellbore instability Mass. Inst. of Technol. Cambridge, Mass

2. Anisotropic permeability and tortuosity in wet deformed sediments;Arch;J. Geophys. Res.,1990

3. ASTM Standard D4186-06 2006 Standard test method for one-dimensional consolidation properties of saturated cohesive soils using controlled-strain loading (Standard D4186-06) ASTM International West Conshohocken, Pa 10.1520/D4186-06

4. ASTM Standard D422-07 2007 Standard test method for particle size analysis of soils (Standard D422-07) ASTM International West Conshohocken, Pa 10.1520/D0422-63R07

5. ASTM Standard D5084-10 2010 Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter (Standard D5084-10) ASTM International West Conshohocken, Pa 10.1520/D5084-10

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