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Effect of lime and pond ash on swelling clays: A comparative study26,99 €![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 soils26,99 €![Chemical Amelioration of Expansive Soils]( "Chemical Amelioration of Expansive Soils")
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Engineering behaviour of an expansive soil stabilised with CCR26,99 €![Effect of cement and GGBS on engineering behaviour of lateritic soils]( "Effect of cement and GGBS on engineering behaviour of lateritic soils")
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Expansive soils are highly problematic by virtue of their innate capacity to undergo volumetric changes such as swelling ans shrinkage based on changes in water content. As a result, lightly loaded civil engineering infrastructure founded in these soils get severely distressed. Chemical stabilisation is one the many innovative foundation practices suggested for reducing the above-mentioned volumetric changes. This book is on stabilisation of a remoulded expansive soil with pond ash. Swelling and compressibility characteristics were studied at varied amounts of pond ash.