Abstract Of Probect(1) New(1).docx

COMPARITIVE STUDIES ON STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL TREATED WITH CERAMIC, BRICK &QUARRY DUST ABSTRACT The black cotton soil is known as expansive type of soil which expands suddenly and start swelling when it comes in contact with moisture. Due to this property of soil the strength and other properties of soil are very poor “To improve its properties it is necessary of stabilize the soil by different stabilizers”. Expansive type of soil shows unpredictable behavior with different kind of stabilizers. “Soil stabilization is a process to treat a soil to maintain, alter or to improve the performance of soil.” In the present study, comparison of Ceramic, Brick & Quarry Dust as stabilizing additive to expansive soil is evaluated for the improving engineering & index properties of expansive soils. The evaluation of swelling potential, linear shrinkage, Atterberg’s limits & compaction test of expansive soil in its natural state as well as when mixed with varying proportion of ceramic, brick and quarry dust(10%,20%,30%,40% individually). Project guide : Miss S.JYOTHIRMAYEE Signature of the guide PROJECT BATCH NUMBER : 07 S.N O 1 2 3 4 5

NAME OF STUDENT ROLL NO. SYED.IRFAN 15BC1A01 51 Y.ANIL KUMAR 15BC1A01 61 SYED.RAHAMATUL 15BC1A01 LAH 53 SMD.TANZEEM 15BC1A01 42 Y.SREE TEJESWAR 15BC1A01 REDDY 59

MOBILE NO. 78938208 28 98858590 67 77027980 10 88864914 27 91001351 76

EMAIL ID 15bc1a0151@kormce. ac.in 15bc1a0161@kormce. ac.in 15bc1a0153@kormce. ac.in 15bc1a0142@kormce. ac.in 15bc1a0159@kormce. ac.in