Abstract
This article begins by explaining the occurrence of thrust inside a pipeline and the common methods used in the U.S. and Canada to contain thrust. The article lists several disadvantages of using nonreinforced concrete thrust blocks and joint‐restraint devices. It explains how the next generation of joint restraints addresses the various installation, corrosion, standardization, and logistical problems associated with concrete thrust blocks and lug‐type joint restraints. Next‐generation products are listed, and two examples of next‐generation products in action are provided in an inset to the article.
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