Stress Strain Behavior of Compressed Stabilised Earth Blocks Using Geogrids
SACHIN M. S.1, S. KAVITHA2
1M.S Sachin, ACS College of Engineering, Bangalore, India.
2Dr. S.Kavitha, Associate Professsor, department of civil engineering, ACS College of Engineering, Bangalore
Manuscript received on 4 May 10 2019 | Revised Manuscript received on 10 May 2019 | Manuscript published on 30 July 2019 | PP: 258-261 | Volume-8 Issue-9, July 2019 | Retrieval Number: H7134068819/19©BEIESP | DOI: 10.35940/ijitee.H7134.078919
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The Existing Situation is employed to concern the soil that is more desirable for compressed stabilised earth block. The behavior of Compressed stabilised earth block (CSEB) on the contrary compressive load, sturdiness, water suction etc. are controlled by the kinds of fine material and stable substance as stickum. The fine material is blended with relevant part of stabilised like fine ashes, cement, coconut fibers and Chemicals are consolidated by labouringly or by using machines. From the review it should be identified that by enumerate Unlike stabilizer in fine aggregate up to a few agreed proportion that rising a practical things of a block. The Specimen is additional strength than typical burnt clay brick. The Soil is checked in a laboratory and considered as a favorable for CSEB on the argument of compactness for the preparation by Montmorillonite Soil. Now it can be decided that the fine aggregate has higher strength than the casual brick but it not please the quality of absorption of water
Keywords: Cement, Soil, Water, Geo-grid, Stress-Strain relationships.
Scope of the Article: Soil-Structure Interaction