Macroscopic and microscopic study of unsaturated shear strength behaviour of type-F fly ash-Reference-Cited by-同舟云学术

Macroscopic and microscopic study of unsaturated shear strength behaviour of type-F fly ash

Published:2019-04-30 Issue:2 Volume:7 Page:686-693
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Kantesaria Naman¹,Gupta Kanika²,Sachan Ajanta³

Affiliation:

1. PhD Student, Department of Civil Engineering, Indian Institute of Technology Gandhinagar

2. Assistant Professor, Department of Civil Engineering, Jabalpur Engineering College

3. Associate Professor, Department of Civil Engineering, Indian Institute of Technology Gandhinagar

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Link

https://www.jstage.jst.go.jp/article/jgssp/7/2/7_v07.105/_pdf

Reference28 articles.

1. 1) Al-Mahbashi, A. M., & Elkady, T. Y. (2017): Prediction of unsaturated shear strength of expansive clays. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 170(5), 407-420.

2. 2) Digioia, A. M., & Nuzzo, W. L. (1972): Fly ash as structural fill. Journal of the Power Division, 98(1), 77-92.

3. 3) Donald, I. B. (1957). Effective stresses in unsaturated non cohesive soils with controlled negative pore pressure. M. Eng. Sc. Thesis, University of Melbourne, Melbourne, Australia.

4. 4) Escario, V. and Juca, J. (1989): Strength and deformation of partly saturated soils. In Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janerio, 1989 (Vol. 3, pp. 43-46).

5. 5) Fisher, G. L., Prentice, B. A., Silberman, D., Ondov, J. M., Biermann, A. H., Ragaini, R. C., & McFarland, A. R. (1978): Physical and morphological studies of size-classified coal fly ash. Environmental Science & Technology, 12(4), 447-451.