Using Natural Pozzolan, Cement and Lime for Stabilizing Soil in Earth Dams
Huu Nam Nguyen1, Van Quan Tran2, Anh Quan Ngo3, Quang Hung Nguyen4
1Huu Nam Nguyen, Institute for Hydropower and Renewable Energy, Hanoi, Vietnam.
2Van Quan Tran, University of Transport Technology, Hanoi, Vietnam. 3Anh Quan Ngo, Hydraulic Construction Institute, Hanoi, Vietnam.
4Quang Hung Nguyen, Thuyloi University, Hanoi, Vietnam.
Manuscript received on 07 August 2019 | Revised Manuscript received on 14 August 2019 | Manuscript published on 30 August 2019 | PP: 2809-2814 | Volume-8 Issue-10, August 2019 | Retrieval Number: J95950881019/2019©BEIESP | DOI: 10.35940/ijitee.J9595.0881019
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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 paper has focused on studying the ability of using natural pozzolan to combine lime and cement in process of stabilized soil, implementing experimental contents for on-site soil including: grain composition, plastic limit, plasticity index, mineral parts and other common mechanical properties, standard compaction. Followed by experiments for soil, cement and pozzolan stabilized soil mixtures, including standard compaction, compressive strength. A suitable model of physical experiments to simulate and prove lime, cement and pozzolan stabilized soil meets the criteria for making waterproofing materials for earth dams in the Central Highlands
Keywords: Stabilized Soil, Natural Pozzolan, Lime, Cement.
Scope of the Article: Soil-Structure Interaction