Relation Between C.B.R Values And Geotechnical Properties Of Expansive soil |
Author(s): |
| GURUPRASAD JADHAV , BHEEMANNA KHANDRE INSTITUTE OF TECHNOLOGY BHALKI- 585328 Dist: BIDAR, KARNATAKA; VISHWAJEET BIRADAR, BHEEMANNA KHANDRE INSTITUTE OF TECHNOLOGY BHALKI- 585328 Dist: BIDAR, KARNATAKA; Prof. Md Khaja Moniuddin, BHEEMANNA KHANDRE INSTITUTE OF TECHNOLOGY BHALKI- 585328 Dist: BIDAR, KARNATAKA |
Keywords: |
| UCS, CBR, MDD |
Abstract |
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Sub grade strength is mostly affected by thickness of pavement, in Highway design. California Bearing Ratio (CBR) and Unconfined Compressive Strength (UCS) are one of the method to determine the sub grade strength. CBR and UCS test are laborious and time consuming, and this method is proposed as same as CBR and UCS value with LL, PL, SL, PI, OMC and MDD. In the present study, different soils samples (having 20 |
Other Details |
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Paper ID: IJSRDV4I10592 Published in: Volume : 4, Issue : 1 Publication Date: 01/04/2016 Page(s): 671-675 |
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