c3545f6b32 But it is important that practising engineers understand that the different design techniques cannot be mixed and matched26 Concrete bases and sub-bases a manner similar to a granular sub-base(1) The amount of longitudinal slab movement that a joint experiences is primarily a function of joint spacing and temperature changesIf small areas of concrete are required it is frequently preferable to use a reinforced slab and ensure that an unskilled labour force will successfully complete the project without any problemsOnly a thin coating should be used, as a thick coating may result in large voids in the concrete around the dowelsASpecic creep-adjusted values may be estimated but the long-term value may reasonably be taken as twothirds of the Initial Tangent value
The following typical pavements are reported: container yards equipment storage minor highways 450 mm RCC, exposed surface 300 mm RCC, exposed surface 50 mm Asphalt overlay over 225 mm RCC baseCBM sub-base system applications The South African Standard [1] contains a number of examples of cement bound sub-base designs45The South African [1] and French [6] design methods contain descriptions of how pavements deteriorateThis conference should include the project engineer and the paving contractor and should discuss methods for accomplishing all phases of the paving operationIt can therefore be concluded that the choice between exible composite and CBM sub-base is a function of: the magnitude of the wheel load; thickness of overlying bituminous material; CBM material strength and structural capacity; environmental conditions; the degree of cracking introduced into the CBM layer during the construction processEXPANSION JOINTS Good design and maintenance of contraction joints have virtually eliminated the need for expansion joints, except at fixed objects such as structures
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