Andere Kunden interessierten sich auch für
![PARTIAL REPLACEMENT OF CEMENT WITH FLY ASH AND ROBOSAND MATERIALS]( "PARTIAL REPLACEMENT OF CEMENT WITH FLY ASH AND ROBOSAND MATERIALS")
PARTIAL REPLACEMENT OF CEMENT WITH FLY ASH AND ROBOSAND MATERIALS29,99 €![STUDY ON EXPANSIVE SOILS MIXED WITH A COHESIVE NON-SWELLING SOIL]( "STUDY ON EXPANSIVE SOILS MIXED WITH A COHESIVE NON-SWELLING SOIL")
STUDY ON EXPANSIVE SOILS MIXED WITH A COHESIVE NON-SWELLING SOIL36,99 €![Replacing Cement and Robosand By Fly-ash and Using Mineral Admixtures]( "Replacing Cement and Robosand By Fly-ash and Using Mineral Admixtures")
Replacing Cement and Robosand By Fly-ash and Using Mineral Admixtures39,99 €![PROPERTIES OF REACTIVE POWDER CONCRETE WITH SUGARCANE BAGASSE ASH]( "PROPERTIES OF REACTIVE POWDER CONCRETE WITH SUGARCANE BAGASSE ASH")
PROPERTIES OF REACTIVE POWDER CONCRETE WITH SUGARCANE BAGASSE ASH29,99 €![Study on Use of Cockle shell as replacement in concrete materials]( "Study on Use of Cockle shell as replacement in concrete materials")
Study on Use of Cockle shell as replacement in concrete materials29,99 €![Mechanical & durability properties of ternary blended cement concrete]( "Mechanical & durability properties of ternary blended cement concrete")
Mechanical & durability properties of ternary blended cement concrete39,99 €![EXPERIMENTAL INVESTIGATIONS ON THE SIDE TREATMENT PROCESS OF SEACOAST]( "EXPERIMENTAL INVESTIGATIONS ON THE SIDE TREATMENT PROCESS OF SEACOAST")
EXPERIMENTAL INVESTIGATIONS ON THE SIDE TREATMENT PROCESS OF SEACOAST29,99 €
Clayey soil having low shear strength and high compressibility cannot be used for sub grade as it's CBR value will not be in permissible standard. So it's needed to be modified when required to use for sub grade under pavements. To modify, stabilization or ground modification technique is required. In this regard we are making an attempt to modify the properties feasible to be used as sub grade material. Here we are using Fly ash as admixture to stabilize and improve the properties. Many attempts were made using fly ash, here we are attempting an study of fly ash stabilization under curing period as the fly ash is being used as an substitute of cement in concrete which gains strength with curing.