Research Article
Compaction Characteristics of B.C Soil through Pore Fluids
Md Khaja Moniuddin1* and Manjularani P21Assistant Professor, Department of Civil Engineering, B.K.I.T, Bhalki, Bidar, Karnataka, India
2Assistant Professor, Don Bosco Institute of Technology, Bangalore, Karnataka, India
- *Corresponding Asuthor:
- Md Khaja Moniuddin
Assistant Professor, Department of Civil Engineering
B.K.I.T, Bhalki, Bidar
Karnataka, India
Tel: 084842-62288
E-mail:mdkhajamoniuddin@gmail.com
Received date: October 02, 2015; Accepted date: December 29, 2015; Published date: January 01, 2016
Citation: Moniuddin K, Manjularani P (2015) Compaction Characteristics of B.C Soil through Pore Fluids. J Archit Eng Tech 5:156. doi:10.4172/2168-9717.1000156
Copyright: © 2015 Moniuddin K, et al. This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Abstract
The industrial structure and their foundations are exposed to hazardous environments and hence behavior should be given a due consideration in the design and execution. Similarly are employed in design of the landfills as impermeable membranes due to their low permeability. Clay liners eliminate or limit the movement of leachate from the landfills. The landfills liners are exposed to various chemical, biological and physical events, due to movement of leachate through them. The effects of pollutants on clays are complex due primarily to exchange or nature of pore fluid. There are number of mechanisms through which individual contaminants affect the engineering properties. Including chemical reactions such as dissolution or precipitation and physic-chemical phenomena, affecting intermolecular forces of water solutions. The compressive effective stress in liners, when applied during permeation may play a key role in controlling the chemically induced changes in hydraulic conductivity and compressibility.
