Time Effect on Shear Strength and Permeability of Fly Ash

Author:

Porbaha A.123,Pradhan T. B. S.123,Yamane N.123

Affiliation:

1. Tech. Res. Inst., TOA Corp., 1-3 Anzen-cho, Tsurumi-ku, Yokohama 230, Japan; formerly, Fellow of Sci. and Technol. Agency, Port and Harbour Res. Inst., Japan; corresponding author. E-mail: ali@magical2.egg.or.jp

2. Deceased; formerly, Assoc. Prof., Dept.of Civ. Engrg., Yokohama Nat. Univ., 156, Tokiwadai, Hodogaya-ku, Yokohama 240, Japan.

3. Res. Engr., Tech. Res. Inst., TOA Corp., 1-3 Anzen-cho, Tsurumi-ku, Yokohama 230, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Waste Management and Disposal,Energy Engineering and Power Technology,Nuclear Energy and Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference33 articles.

1. ACI Committee 229R-94. (1994). “Controlled low-strength materials.” Concrete Int . 16(7) 55–64.

2. Bergand W. V. and Soeten E. (1997). “Utilization of CCB's in Europe.” Proc. 12th Int. Symp. on Coal Ash Combustion By-Product (CCB) Mgmt. and Use Vol. 2 89-1–89-11.

3. Chan H. T. Ash P. O. and Sykes J. F. (1986). “Hydrological design considerations for fly ash fills.” Res. Rep. 322G395 Canadian Electrical Power Association Canada.

4. Chang A. C. Lund L. J. Page A. L. and Warneke J. E. (1977). “Physical properties of fly ash amended soils.” J. Envir. Quality 6(3) 267–270.

5. Davidson D. T. Katti R. K. and Welsh D. E. ( 1958). “Use of fly ash with portland cement for stabilization of soils.” Bull. 194 Iowa State University Ames Iowa.

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