Combine Application of Stone Column and PVD
Sneha P. Hirkane1, N. G. Gore2, P. J. Salunke3
1Ms. Sneha P. Hirkane, (M.E. Student), Department of Civil Engineering, M.G.M’s College of Engineering & Technology, Kamothe, Navi Mumbai, India.
2Prof. N. G. Gore, (Guide), Department of Civil Engineering, M.G.M’s College of Engineering & Technology, Kamothe, Navi Mumbai, India.
3Prof. P. J. Salunke, (Guide), Department of Civil Engineering, M.G.M’s College of Engineering & Technology, Kamothe, Navi Mumbai, India..
Manuscript received on August 10, 2014. | Revised Manuscript Received on August 12, 2014. | Manuscript published on August 18, 2014. | PP: 01-03 | Volume-1 Issue-9, August 2014.
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© The Authors. Published By: 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: Ground Improvement techniques are often used to improve sub soil properties in terms of their bearing capacity, shear strength, settlement characteristics, drainage, etc. These techniques have a wide range of applicability from coarse grained soils to fine grained soils. Depending upon the loading conditions and nature of soil, a suitable technique which is also economical needs to be adopted. This paper gives the concept and theory of a two ground improvement technique and their combine application for improving the ground.
Keywords: Improve, capacity, shear strength, settlement characteristics, drainage, techniques.