MODELING OF UNREINFORCED AND REINFORCED PAVEMENT COMPOSITE MATERIAL USING HISS MODEL

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

AGGARWAL P.; SHARMA K.G.; GUPTA K.K.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: International Journal of Engineering Year:2007 | Volume:20 | Issue:1 (TRANSACTIONS B: APPLICATIONS) Page(s): 13-22

Download Full-Text

View:

313

Download:

188

Cites:

Information Journal Paper

Title

MODELING OF UNREINFORCED AND REINFORCED PAVEMENT COMPOSITE MATERIAL USING HISS MODEL

Author(s)

AGGARWAL P. | SHARMA K.G. | GUPTA K.K. | Issue Writer Certificate

Keywords

GEOSYNTHETICS

WBM

COMPOSITE MATERIAL

HISS MODEL

Abstract

With the advent of high strength geogrids, the interest of civil engineers in using GEOSYNTHETICS as reinforcement material in pavement construction has increased. An experimental study is carried out at IIT Delhi to understand the effect of geogrid in unpaved roads. Behavior of COMPOSITE MATERIAL, which comprises of Yamuna sand as subgrade and Water Bound Macadam (WBM) as base course is studied with and without geogrid reinforcement under drained conditions. A geogrid is used as reinforcing material. Drained triaxial tests were performed at three different confining pressures of 50, 100 and 200 kPa on both unreinforced composite and reinforced COMPOSITE MATERIALs of specimen size 100mm diameter and 200mm height. Hierarchical single surface (HISS) model developed by Desai and co-workers is used to model the unreinforced and reinforced COMPOSITE MATERIAL. A computer program PARA6 is used to calculate the various parameters and to back predict the stress-strain-volume change behavior of unreinforced and reinforced COMPOSITE MATERIALs. The predicted results match closely with the observed results.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

AGGARWAL, P., SHARMA, K.G., & GUPTA, K.K.. (2007). MODELING OF UNREINFORCED AND REINFORCED PAVEMENT COMPOSITE MATERIAL USING HISS MODEL. INTERNATIONAL JOURNAL OF ENGINEERING, 20(1 (TRANSACTIONS B: APPLICATIONS)), 13-22. SID. https://sid.ir/paper/355607/en

Vancouver: Copy

AGGARWAL P., SHARMA K.G., GUPTA K.K.. MODELING OF UNREINFORCED AND REINFORCED PAVEMENT COMPOSITE MATERIAL USING HISS MODEL. INTERNATIONAL JOURNAL OF ENGINEERING[Internet]. 2007;20(1 (TRANSACTIONS B: APPLICATIONS)):13-22. Available from: https://sid.ir/paper/355607/en

IEEE: Copy

P. AGGARWAL, K.G. SHARMA, and K.K. GUPTA, “MODELING OF UNREINFORCED AND REINFORCED PAVEMENT COMPOSITE MATERIAL USING HISS MODEL,” INTERNATIONAL JOURNAL OF ENGINEERING, vol. 20, no. 1 (TRANSACTIONS B: APPLICATIONS), pp. 13–22, 2007, [Online]. Available: https://sid.ir/paper/355607/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops