A study on the effect of waste plastic strips in the stabilization of clay soil
R. Saravanan, P. Murthi, K. Poongodi, Adigoppula Raju
Abstract
Abstract The black cotton soilis the kind of soils whose size of size modifications together with the variation in moisture content material. They will have a conduct of expanding and contracting that is a severevulnerability to constructed building above them. The swelling behaviour of clay soil is existing in north Karnataka region. Thestudy demonstrates the results of an effortto strengthen and stabilize the clay soil with waste synthetic strips. The synthetic pieces being kept readyand integrated at three diverse blending proportions (0.5%, 1% and 1.5%) by mass of soil with various aspect ratios (8*8mm, 8*16mm, and8*24mm). The exploratory results demonstrated that there was obviously a development in the shear quality factors. The expanding and drying upwards conduct behaviour are additionally sensitively reduced. There was a reduction that is substantial the OMC and insignificant improvement in MDD. The maximum size of plastic (aspect ratio) and synthetic content that results in maximum outcome may be chosen based on the value for the selection parameter for a definite engineering work. Stabilizing black cotton soils with unwanted plastic containers at the same time solves the tasks of unsuitable plastic waste reutilizing that is presently a teething issue in many countries that are developing. The outcomes obtained from this investigation positively suggest that addition of this product in clay soils would succeed for ground enhancement in geotechnical engineering.