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- W4210362841 abstract "The behaviour of injected fluids and hydraulic fractures in non-cohesive soils was investigated using laboratory experiments and two field experiments. A viscous guar gel was injected into fine-grained sand in the laboratory; of eight tests, two produced vertical fractures and a third produced both horizontal and vertical fractures. At one field site, an injection well was installed at 4.1 m in silty clay, and water and coarse-grained sand injected. Piping to the surface occurred beside the well. The second field injection experiment took place in sandy gravel at a depth of 12.2 m. Water and guar gel were injected, and infiltrated uniformly into the soil (verified using ground penetrating radar). During excavations, four processes were noted when discrete hydraulic fractures were not produced: fluid infiltration, piping, sloughing, and sandout. These processes can be controlled somewhat by adjusting fluid viscosity, injection strategy, and well construction technique." @default.
- W4210362841 created "2022-02-08" @default.
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- W4210362841 date "1997-04-01" @default.
- W4210362841 modified "2023-09-26" @default.
- W4210362841 title "Case history—excavation of the Brooklyn tunnel" @default.
- W4210362841 doi "https://doi.org/10.1016/s0148-9062(97)00055-7" @default.
- W4210362841 hasPublicationYear "1997" @default.
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