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Structural performance of sliplined watermain
Canadian journal of civil engineering (Print)
Rehabilitation of a watermain by grouted sliplining is usually carried out when the existing pipe is only partially deteriorated. Although designs that neglect the structural contributions from the existing pipe and the grout are generally conservative, the performance of the rehabilitated pipe needs to be better understood for effective design and management of buried water pipes. Presented in this paper is a practical method for the determination of load sharing and circumferential stressesdoi:10.1139/l01-068 fatcat:da4dqj2xcbbz7gplejfpfdroti