DISCUSSIONS AND CLOSURES
May 1, 1994
Discussion of “Micromechanics Modeling for Stress‐strain Behavior of Granular Soils. II: Evaluation” by Ching S. Chang, Mohammed G. Kabir, and Yang Chang (December, 1992, Vol. 118, No. 12)
This article has a reply.
VIEW THE REPLYPublication: Journal of Geotechnical Engineering
Volume 120, Issue 5
![First page of PDF](/cms/10.1061/(ASCE)0733-9410(1994)120:5(930)/asset/e6520ef4-d8bd-4b5b-9640-4fd56e355d87/assets/(asce)0733-9410(1994)120:5(930).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Bishop, A. W. (1967). “The strength of soils as engineering materials: 6th Rankine lecture.” Géotechnique, 16(2), 89–128.
2.
Chang, C. S., Chang, Y., and Kabir, M. G. (1992). “Micromechanics modeling for stress‐strain behavior of granular soils. I: theory.” J. Geotech. Engrg., ASCE, 118(12), 1959–1974.
3.
Green, G. E. (1971). “Strength and deformation of sand measured in an independent stress control cell.” Stress‐Strain Behaviour of Soils, Proc., Roscoe Memorial Symp., Foulis & Co., England, 285–323.
4.
Parkin, A. K. (1965). “On the strength of packed spheres.” J. Australian Math. Soc., 5(4), 443–452.
5.
Parkin, A. K. (1967). Discussion of Barden and Khayatt, Géotechnique, London, England, 17(2), 171–172.
6.
Proctor, D. C., and Barden, L. (1969). Discussion of Green and Bishop, Géotechnique, London, England, 19(3), 424–426.
Information & Authors
Information
Published In
Copyright
Copyright © 1994 American Society of Civil Engineers.
History
Published online: May 1, 1994
Published in print: May 1994
Permissions
Request permissions for this article.
Authors
Affiliations
Alan K. Parkin, Member, ASCE
Sr. Lect., Dept. of Civ. Engrg., Monash Univ., Clayton, Vict., Australia 3168
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.