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ICE Proceedings

E-ISSN: 1753-7789

Volume 90, Issue 6, December 1991

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LONDON'S DOCKLANDS: ENGINEERING GEOLOGY.
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- pp. 1153–1178
- Author: A F HOWLAND
- Document Type: Research Article
- DOI: 10.1680/iicep.1991.17390
- Proc. Instn Cio. Engrs, Part 1, 1991, W,Dec., 1153-1178 GROUND BOARD PAPER 9659 London's Docklands:engineering geology A. F. HOWLAND, MSc, PhD,DIC, CGeol, FIMM, FGS* A systematic collation of site investigation data has been carried out as part of the urban regeneration of Docklands by the London Dockland's Development Corporation to provide a regional understanding of its engineering geology. This has included a revision of the local geology, indicating in particular that the Greenwich Fault is not present in the area andthat a northwards plunging syncline called the Greenwich Syncline is the dominant structural feature...
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LONDON'S DOCKLANDS: GROUND CONDITIONS AND TUNNELLING METHODS.
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- pp. 1179–1201
- Authors: P A S FERGUSON; A J RUNACRES; N A HILL
- Document Type: Research Article
- DOI: 10.1680/iicep.1991.17391
- Proc. Instn Ciu. Engrs, Part I, 1991, 90, Dec., 1179-1201 PAPER 9660 GROUND BOARD London's Docklands :ground conditions and tunnelling methods P. A. S. FERGUSON, MA, SM, MICE* A. J. RUNACRES, BSc, MICE* N. A. HILL, BSc, MSc,DIC, MICE,MIWEMT In order to provide a storm and foul sewerage system with sufficient capacity to cater for the proposed developments in London's Docklands, the London Docklands Development Corporation recognized the need for new drains north of the Thames at the Isle of Dogs and the Royal Docks...
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LONDON'S DOCKLANDS: A GEOTECHNICAL PERSPECTIVE OF THE HIGHWAYS.
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- pp. 1203–1223
- Authors: D K YOUNG; P RUTTY
- Document Type: Research Article
- DOI: 10.1680/iicep.1991.17392
- Proc. lnstn Civ. Engrs, Part 1, 1991, W,Dec., 1203-1223 PAPER 9661 GROUND BOARD London's Docklands: a geotechnical perspective of the highways D. K. YOUNG, MICE* P. RUTTY, MICE* Improvement of the highway infrastructure of Docklands, which began with the setting up of the London Docklands Development Corporation in 1981, includes four projects that will improve access to the road network to the east. The ground conditions in the area are relatively simple and consistent, with generally soft and weak materials overlying stiffer and stronger soils...
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DESIGN AND CONSTRUCTION OF THE BASEMENT OF THE GALLERIES SHOPPING CENTRE, BRISTOL.
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- pp. 1225–1253
- Authors: G C PEATTIE; M S MOJABI
- Document Type: Research Article
- DOI: 10.1680/iicep.1991.17393
- Proc. lnstn Ciu. Engrs, Part 1, 1991, 90, Dec., 1225-1253 PAPER 9113 GROUND BOARD Design and constructionof the basementof The Galleries Shopping Centre, Bristol EurIng G. C. PEATTIE, MA, MICE MIStructE* M. S . MOJABI, BSc, MSc, MPhil, MICE* The Galleries is a retail development in the centre of Bristol. The site presented a number of unusual and challenging problems in the design and construction of the loo00 m2 by 6.0 m deep basement. Site conditions were unfavourable, being in the alluvial flood plain of the River Frome which crosses the site in a masonry culvert...
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DISCUSSION. USE OF SHEET PILE RETAINING WALLS FOR DEEP EXCAVATIONS IN STIFF CLAY.
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- pp. 1255–1277
- Authors: D M POTTS; R A DAY; J D FINDLAY; D THOMPSON; I F SYMONS; C RAISON; T PAUL; H D ST JOHN; W H WARD; A S O BRIEN; D P NICHOLSON; K YAH; N J BROOKS
- Document Type: Discussion
- DOI: 10.1680/iicep.1991.17394
- Proc. Instn Civ. Enyrs, Part 1, 1991, 90, Dec., 1255-1277 9585 DISCUSSION ENGINEERING GROUND GROUP Use of sheet pile retaining walls for deep excavations in stiff clay D. M. Potts and R.A. Day J. D. Findlay, Stent Foundations With regard to the parametric studies, when the Authors looked at the difference between K , = 0.5 and 2, did they equally increase the parameters of the other parts of the soil? Was thestiffness increased in the sameway so that it matched a realistic soil? 51...

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ICE - Institution of Civil Engineers - Virtual Library

ICE Proceedings

Volume 90, Issue 6, December 1991

LONDON'S DOCKLANDS: ENGINEERING GEOLOGY.

LONDON'S DOCKLANDS: GROUND CONDITIONS AND TUNNELLING METHODS.

LONDON'S DOCKLANDS: A GEOTECHNICAL PERSPECTIVE OF THE HIGHWAYS.

DESIGN AND CONSTRUCTION OF THE BASEMENT OF THE GALLERIES SHOPPING CENTRE, BRISTOL.

DISCUSSION. USE OF SHEET PILE RETAINING WALLS FOR DEEP EXCAVATIONS IN STIFF CLAY.