منابع مشابه
A Comparative Study B/W Black Cotton Soil and Alluvial Soil for Economical Pavement Design by Lime & Fly-Ash Stabilization
As we know the road development is one of the major parts of growing infrastructure & Pune, which is expanding at a very fast rate, the construction of roads is of major concern. Fly Ash is one of the abundant forms of Solid Waste produced at thermal power plants. Its disposal is a big problem keeping both these concerns in mind it was tried to come out with a project which will integrate Road ...
متن کاملDIRECT TITRATION FOR MEASUREMENT OF SOIL LIME REQUIREMENT AND INDIRECT LIME REQUIREMENT ESTIMATION BY SOIL PROPERTIES by
............................................................................... ......25 Introduction .. ........ .26 Materials and Methods .. ....... 27 Results and Discussion .. , ......30 Conclusions . . ... ......34
متن کاملStabilization of Subgrade Soil for Highway by Recycled Polyester Fiber
Subgrade soil stabilization is one of the primary and major processes in the construction of any highway; also environmental authorities are concerned about the growing amount of polyethylene (PET) bottles produced by household sectors. This research in order to study effect of adding recycled polyester fiber on soil engineering properties, especially shear strength and California Bearing Ratio...
متن کاملSoil pH and Lime Management
J Ste Fundin … and jus The U.S. and applic identity, r status, sex program, funded by activities.
متن کاملBehavior of Compacted Lime-soil Columns
This study presents the results of large scale laboratory model tests to investigate the behavior of Compacted Lime – Well-graded Soil (CL-WS) rigid stone columns in soft soils. The unit cell idealization is used for construction of composite specimens by evaluating the influence of different parameters such as the diameter of the column (D), the slenderness ratio (L/D) and the area ratio (Ar)...
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ژورنال
عنوان ژورنال: International Journal of Engineering and Management Research
سال: 2018
ISSN: 2250-0758,2394-6962
DOI: 10.31033/ijemr.v8i02.11965