This paper discusses the design concept, problems associated with the installation methods, construction control and performance of this anchorage system. The design theory with consideration of the change in radial stress of pipe due to pipe insertion, the ultimate skin resistance at the pipe/soil interface and the role of bending stiffness of pipe are discussed. Construction control is another important aspect to warrant success of this anchorage system. Results of six numbers of pull out tests carried out on this anchorage system are presented.