Shear Wave Velocity and Its Anisotropy of Polymer Modified High-Volume Class-F Fly Ash–Kaolinite Mixtures-Reference-Cited by-同舟云学术

Shear Wave Velocity and Its Anisotropy of Polymer Modified High-Volume Class-F Fly Ash–Kaolinite Mixtures

Published:2016-12 Issue:12 Volume:142 Page:04016068
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kang X.¹,Bate B.²

Affiliation:

1. Geotechnical Engineer, Terrasense, LLC, 45 Commerce Way, Totowa, NJ 07512; formerly, Graduate Research Assistant, Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409-0030.

2. Assistant Professor, Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, 1401 North Pine St., Rolla, MO 65409-0030 (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%29GT.1943-5606.0001562

Reference53 articles.

1. ASTM. (1997a). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete.” ASTM C618-15 West Conshohocken PA.

2. ASTM. (1997b). “Standard test methods for specific gravity of soil solids by water Pycnometer.” ASTM D854-14 West Conshohocken PA.

3. Bachus R. and Santamarina C. (2012). “Geotechnical properties of fly ash and potential for static liquefaction: Volume I—summary and conclusions.” EPRI Palo Alto CA.

4. Dynamic properties of fine-grained soils engineered with a controlled organic phase

5. Impact of Organic Coatings on Frictional Strength of Organically Modified Clay

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