DOI:10.29111/ijlrst ISRA Impact Factor:3.35, Peer-reviewed, Open-access Journal
Open Access
International Journal of Latest Research in Science and Technology Vol.8 Issue 6, pp 16-19,Year 2019
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Received : 18 November 2019; Accepted : 26 December 2019 ; Published : 31 December 2019
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| Article No. | 10981 |
In order to enhance the load bearing capacity of the testing soil by adopting a textile based material called as geotextile material; an experimental investigation has been carried out. In this current study, geotextile is being used as a geosynthetic material, and the sand being the basic and foremost material is being considered for the study. Here, laboratory load tests outcomes on a strip footing has been presented which is assumed to be as rectangular supported on the sand bed. The deflections have been observed in the sand in oven-dried condition without reinforcing and in the sand when reinforcement is being provided has been compared. Moreover, the test results in bearing capacity of footings by geotextile are compared to soil without geosynthetic.
Copyright © 2019 Resham et al. This is an open access article distributed under the Creative Commons Attribution 4.0 International (CC BY 4.0) license which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Resham , Vaishali Gupta ,Dr. D.K. maharaj , " Improvement In Bearing Capacity Of Soil ", International Journal of Latest Research in Science and Technology . Vol. 8, Issue 6, pp 16-19 , 2019
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