Groundwater control for construction in the Lambeth Group

Autor:	T. O. L. Roberts, M. Preene
Rok vydání:	2002
Předmět:	Pore water pressure Hydraulic head Permeability (earth sciences) Geography Hydrogeology geography.geographical_feature_category Water flow Earth and Planetary Sciences (miscellaneous) Geotechnical engineering Aquifer Silt Geotechnical Engineering and Engineering Geology Groundwater
Zdroj:	Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 155:221-227
ISSN:	1751-8563 1353-2618
DOI:	10.1680/geng.2002.155.4.221
Popis:	Excavations in the Lambeth Group often encounter groundwater problems. This is related to the variable nature of the Lambeth Group soils and the presence of permeable water-bearing layers of sand, silt and gravel, where groundwater inflows can lead to instability. The permeability of the water-bearing layers can vary within a wide range. The pore water pressure and associated piezometric head in each layer can be difficult to predict, as the piezometric profile may diverge from the hydrostatic, under the influence of underdrainage from the Chalk Group and Thanet Sand Formation, which forms the lower aquifer beneath the Lambeth Group. Stability of excavations can be improved by using groundwater control techniques to reduce pore water pressures in permeable layers. Suitable methods, including active and passive pressure relief and underdrainage are discussed, and case histories presented.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::f956561bb56c4f48d27dae81405310b6 https://doi.org/10.1680/geng.2002.155.4.221 Zobrazit plný text záznamu