The internal hydrostatic pressure acts perpendicularly on any plane with a force equal to the pressure times the area of the plane. All components of these forces acting radially within a pipe are balanced by circumferential tension in the wall of the pipe. Axial components acting on a plane perpendicular to the pipe through a straight section of the pipe are balanced internally by the force acting on each side of the plane. However, in the case of a bend, the forces acting axially along each leg of the bend are not balanced. The vector sum of these forces is the thrust force. To prevent separation of the joints, a reaction equal to and in the opposite direction of thrust force must be established. Conventional ductile iron pipe joints are push-on type joints. These joints do not offer any significant resistance to joint separation.
Thrust Block is one of the most common methods of providing resistance to thrust forces is the use of thrust blocks. Resistance is provided by transferring the thrust force to the soil through the larger bearing area of the block such that the resultant pressure against the soil does not exceed the bearing strength of the soil. Design of thrust blocks consists of determining the appropriate bearing area of the block for a particular set of conditions.
An alternative method of providing thrust restraint is the use of restrained joints. A restrained joint is a special type of push-on joint that is designed to provide longitudinal restraint. Restrained-joint systems function in a manner similar to thrust blocks, insofar as the reaction of the entire restrained unit of piping with the soil balances the thrust forces.
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