Andere Kunden interessierten sich auch für
![Building owner vs. energy user: a split incentive for energy reduction]( "Building owner vs. energy user: a split incentive for energy reduction")
Building owner vs. energy user: a split incentive for energy reduction50,99 €![Design of onsite volume reduction system for human urine]( "Design of onsite volume reduction system for human urine")
Design of onsite volume reduction system for human urine32,99 €![Onsite volume reduction system]( "Onsite volume reduction system")
Onsite volume reduction system32,99 €![Greenhouse Gas Emission Reduction from Municipal Solid Waste]( "Greenhouse Gas Emission Reduction from Municipal Solid Waste")
Greenhouse Gas Emission Reduction from Municipal Solid Waste38,99 €![Chemical and Environmental Stabilisation of Slag for Use as Ballast]( "Chemical and Environmental Stabilisation of Slag for Use as Ballast")
Chemical and Environmental Stabilisation of Slag for Use as Ballast24,99 €![Reduction of Nutrient-Rich Industrial Waste Discharged to Kafue River]( "Reduction of Nutrient-Rich Industrial Waste Discharged to Kafue River")
Reduction of Nutrient-Rich Industrial Waste Discharged to Kafue River18,99 €![Crime Prevention Through Environmental Design in sports facilities]( "Crime Prevention Through Environmental Design in sports facilities")
Crime Prevention Through Environmental Design in sports facilities29,99 €
Expansive soils are highly problematic soils as they swell or increase in their volume when they absorb water and shrink when water evaporates from them. Hence, lightly loaded civil engineering structures founded in these soils develop unsightly cracks, causing severe financial loss. For mitigating this problem many innovative foundation techniques have been devised. Some of them are physical and chemical alteration, drilled and belled piers, under-reamed piles and granular pile-anchors. In chemical alteration, chemical additives like lime, cement, calcium chloride and fly ash are used for ameliorating the properties of expansive soils. This book presents useful experimental data on primary and secondary heave of expansive soil specimens stabilised with lime, calcium chloride and fly ash of varying content.