Selection criteria for slurry trench cutoffs
Slurry trench cutoff walls have been employed for over three decades and are becoming increasingly popular for controlling seepage of groundwater and hazardous wastes. They are also gaining acceptance for construction of underground facilities. The technique involves the excavation of a narrow trench in the presence of a bentonitic fluid or slurry. The slurry acts to support the open trench until it is backfilled with an impermeable material. The increase in popularity of these walls has been aided by the development of new construction techniques. These techniques offer the designer a wide range of engineering properties for the cutoff wall. However, there are few published guidelines on the selection of slurry trench cutoffs. This has resulted in situations where the cutoff wall selected was originally designed for a totally different application. The net effect in these cases has been poor performance and an unsatisfactory cutoff wall.This paper examines the principal methods of constructing slurry trench cutoffs, establishes their engineering characteristics, and presents a procedure for selecting a slurry trench cutoff. The factors which influence the selection are identified and discussed. The methodology of the selection process is reviewed with an example. This review and examination of the selection procedure demonstrates that it is an effective method of compiling and systematically analyzing the relevant factors affecting selection of slurry trench cutoffs.