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- W791359092 abstract "The Midland Bank in St. Helier, Jersey, required an extension to their existing building which included a new four storey building with a 4m deep basement. This paper describes the problems associated with basement construction in an area with difficult ground conditions comprising soft compressible soils and a high sub-artesian water pressure. The site is surrounded by traditional granite block type buildings constructed on shallow foundations, as well as roads and buried services. The temporary works for the construction of the basement had to achieve the following objectives: (a) provide a retention system which would minimise ground movements; and (b) provide a solution to overcome the high water pressures and ensure a relatively dry and stable base to the excavation. This paper describes the solution involving the use of a secant mini-pile wall in conjunction with a deep horizontal jet grout raft. The combined system was designed to resist the sub-artesian water pressure, while the jet grout raft provided an in situ prop to the retaining wall prior to excavation which greatly minimised ground movements. Instrumentation readings demonstrate the success of this temporary works retaining wall solution. (A) For the covering abstract see IRRD 860485." @default.
- W791359092 created "2016-06-24" @default.
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- W791359092 date "1993-01-01" @default.
- W791359092 modified "2023-09-27" @default.
- W791359092 title "A TEMPORARY SECANT MINI-PILE WALL PROPPED BY A DEEP JET GROUT RAFT" @default.
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