For cut-off walls constructed by the stop-end method, the selection of the proper time and the definition of the withdrawal force for the removal of stop-end pipes are key concerns for the quality and schedule control of the entire wall. A very deep cut-off wall using stop-end technology was constructed in Tibet to control seepage in an alluvium layer at a depth over 150 m. The case study included the design, construction and quality investigation of this wall and real-time monitoring of the removal of stop-end pipes. The monitoring results revealed that the waiting time prior to the removal of the stop-end pipes is mainly controlled by the characteristics of the concrete, and should occur after the initial setting time of the concrete. Several factors have an influence on the withdrawal force of a stop-end pipe, including the self-weight of the stop-end pipe, the interaction force between the pipe–concrete and the friction between the pipe–side walls. The force is obviously affected by the inclination of the stop-end pipe, especially in the direction parallel to the wall axes.
Read full abstract