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Effect of pond ash on volumetric changes of expansive soils27,99 €![A parametric study on tension-resistant foundations in expansive soils]( "A parametric study on tension-resistant foundations in expansive soils")
A parametric study on tension-resistant foundations in expansive soils27,99 €![Effect of pozzolanic additives on index properties of expansive soils]( "Effect of pozzolanic additives on index properties of expansive soils")
Effect of pozzolanic additives on index properties of expansive soils27,99 €![Chemical Amelioration of Expansive Soils]( "Chemical Amelioration of Expansive Soils")
Chemical Amelioration of Expansive Soils26,99 €![Engineering behaviour of an expansive soil stabilised with CCR]( "Engineering behaviour of an expansive soil stabilised with CCR")
Engineering behaviour of an expansive soil stabilised with CCR27,99 €![STRENGTH BEHAVIOR OF REINFORCED THERMAL POWER POND ASH-CEMENT MIX]( "STRENGTH BEHAVIOR OF REINFORCED THERMAL POWER POND ASH-CEMENT MIX")
STRENGTH BEHAVIOR OF REINFORCED THERMAL POWER POND ASH-CEMENT MIX40,99 €![A lab study on the effect of lime and quarry dust on marine clays]( "A lab study on the effect of lime and quarry dust on marine clays")
A lab study on the effect of lime and quarry dust on marine clays36,99 €
Expansive soils are highly problematic by virtue of their innate capacity to undergo volume changes such as swelling and shrinkage respectively corresponding to water absorption and water evaporation. This alternate swelling and shrinkage causes distress in the structural members of lightly loaded civil engineering infrastructure such as buildings, pavements and canal linings. Chemical stabilisation is one of the viable techniques to control these volume changes of expansive soils. This book deals with lime stabilisation and pond ash stabilisation of a remoulded expansive clay. Laboratory tests were performed on the clay blended with varied amounts of lime and pond ash in different series of tests. Swelling and compressibility characteristics were evaluated.