Zobrazeno 1 - 10
of 14
pro vyhledávání: '"T. O. L. Roberts"'
Autor:
Martin Preene, T. O. L. Roberts
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 170:367-390
Construction dewatering is often required to control groundwater when excavations are made in Chalk, which is a relatively soft fissured limestone. The rate of groundwater inflow and any associated instability in an excavation are controlled by the h
Autor:
T O L Roberts, D J Hartwell
Publikováno v:
Engineering in Chalk.
Publikováno v:
Quarterly Journal of Engineering Geology and Hydrogeology. 48:79-93
Historically only shallow basements were included in developments in Cork city owing to the underlying layers of soft alluvium and high-permeability glaciofluvial gravels. In recent times several large schemes, with basements up to 10 m deep, have be
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 166:197-210
Thermal conductivity of the ground is an important parameter in the design of ground energy systems, which have an increasing role to play in providing renewable heat to the built environment. For larger schemes, the bulk thermal conductivity of the
Publikováno v:
Géotechnique. 60:635-649
Large-scale anisotropy and inhomogeneities resulting from the presence of fissures, fractures and high-permeability zones can have a major impact on local groundwater flows, and affect significantly the performance of a construction dewatering system
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 160:227-236
To facilitate construction of the Channel Tunnel Rail Link through Ashford in cut-and-cover tunnels and retained cut, it was necessary to control pore water pressures in the relatively low-permeability, laminated Weald Clay. This was achieved by mean
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 157:173-182
An 8·2m diameter, 40m deep shaft for Crossrail is being constructed below the 10m deep basement of the Moorhouse development near Moorgate in the City of London. The depth of the shaft is such that it will penetrate through stiff London Clay and wil
Autor:
T. O. L. Roberts, M. Preene
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 155:221-227
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 t
Autor:
William Powrie, T. O. L. Roberts
Publikováno v:
Géotechnique. 45:599-609
The paper describes the performance of a dewatering and groundwater recharge system for a large excavation in chalk. The assessment of the effective bulk permeability of the chalk, and the probable hydraulic boundary conditions are discussed. The mea
Publikováno v:
Geotechnical Engineering
An 8·2 m diameter, 37·5 m deep shaft has been successfully constructed from within the basement of a new development, Moorhouse, near Moorgate in the City of London. Programme constraints led to the shaft being constructed after completion of the f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7104514b01eb3f4d32e3e100f10f23fe