Keywords: foundations
Close
Follow your search
Access your saved searches in your account

Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (2025) 178 (4): 205–207.
Published: 16 October 2025
...Matthew R. Glisson; Theresa Engler The article introduces the first two EFFC/DFI Sustainability Guides, developed by the Deep Foundations Institute ( DFI ) and the European Federation of Foundation Contractors ( EFFC ), to help geotechnical companies align with the UN Sustainable Development...
Includes: Supplementary data
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (2020) 173 (6): 47–53.
Published: 24 June 2020
...Jonathan Esser, MEng, CEng, MICE; Richard Lethbridge, BEng, CGeol Electrification of the Great Western railway between London and south Wales in the UK required the design and installation of 13 000 individual foundations for overhead line equipment along 650 km of live railway tracks. A key design...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (2019) 172 (3): 113–120.
Published: 22 November 2018
...Jiangyu Cui; Si Shen, CEng, MICE The Suzhou Taihu New City major underground space development was one of the largest and most complex foundation projects in China. It had a footprint area of 93 000 m2 with a depth of 18 m into soft ground. The complexity was increased further by its...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (2010) 163 (6): 048–055.
Published: 01 November 2010
... consented composition of the tall buildings cluster. 2010 © The authors and the Institution of Civil Engineers 2010 Keywords buildings, structures & design foundations steel structures Early ideas for the site considered buildings configured around a central core, a form commonly used...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (2010) 163 (6): 027–032.
Published: 01 November 2010
...Harry Poulos, BE, PhD, DSc, Eng, AM, FAA, FTSE High-rise buildings are usually founded on some form of piled foundation subject to a combination of vertical, lateral and overturning forces. However, conventional methods for assessing stability may not be adequate when designing such foundations...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (2010) 163 (1): 18–26.
Published: 01 February 2010
.... The Kamov was brought to Hong Kong specifically for the project and to transport loads of up to 4·5 t. It was used to move the bulkier construction materials, including the tower heads, into remote sites. Prior to constructing the tower foundations, detailed hazard assessment and mitigation works...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (2009) 162 (6): 25–33.
Published: 01 December 2009
... foundation in the local carbonate soils and rock. Geotechnical investigations are outlined, along with how the effect of the proposed tower on neighbouring structures, single-pile response and impact of cyclic degradation were assessed. A description of the numerical analyses used to evaluate the overall...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (2009) 162 (5): 38–43.
Published: 01 May 2009
...Harry Poulos, DSc Eng, FAA, FTSE Forensic geotechnical engineering is gaining increasing importance in many countries where foundation failures may lead to litigation and even criminal action. This paper sets out a framework for forensic geotechnical assessments of foundation failures, involving...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (2005) 158 (6): 20–27.
Published: 01 November 2005
... in a significant increase in energy yield for additional tower height but will increase the load variation on each blade during one rotation. If wind shear is low, such as offshore, lower tower heights are generally more economic. foundations offshore engineering power stations (non-fossil fuel...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (2005) 158 (1): 21–29.
Published: 01 February 2005
... raise or lower sections of floor, thereby altering the arrangements of orchestra, stage and audience. © 2005 Thomas Telford Ltd 2005 buildings structure & design foundations steel structures Clearly, such diversity of organisations leads to an equal diversity of needs. This in turn...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (2003) 156 (2): 70–77.
Published: 01 May 2003
... and supported on concrete foundations. At the Surrey pier each deck was suspended from a pair of pylons that were supported on a new island, one upstream and one downstream. The arrangement would help to focus attention on the historic structure and allow a staircase to descend to the island. From here...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (2001) 144 (1): 36–41.
Published: 01 February 2001
... in particular, such piles are a quick, quiet and cost-effective method of supporting ever-taller buildings and structures. But, unlike the shallower footings of old, today's deep foundations are almost impossible to remove when the building reaches the end of its life and the site needs to be redeveloped...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1999) 132 (6): 36–46.
Published: 01 November 1999
... by the need to provide foundations for a New Parliamentary Building above the station, which required lowering the District and Circle Line tracks by 300 mm. The control of ground movements was also of paramount importance since one of the world's most famous landmarks—Big Ben clock tower—is within 30 m...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1999) 132 (4): 156–165.
Published: 01 November 1999
... 3.300 0.270 (c) 3.300 3.700 3.300 0.3 0.3 158 Var-max 7.323 1.680 (a) B3 B2 C1,C2 ARCH BRIDGE CROSSING THE BRNO VIENNA EXPRESSWAY Fig. 6. Deck is supported entirely by arch foundations 2.000 B1 A1,A2,A3,A4 20.491 7.075 6.677 6.391 6.200 5.616 2.500 (b) C1 C2 D1 D2 D3 D4 CL bridge A1 A2 A3 A4 anchored...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1999) 132 (1): 2–13.
Published: 01 February 1999
... CONSTRUCTION PLATES BUCKLING CONCRETE FOUNDATIONS TEMPERATURE URBAN REGENERATION CITIES AREAS GEOLOGY CLAYS SANDSTONE ABUTMENTS ARTICULATION DECKS STRUCTURES HULME MANCHESTER UK Proc. Instn Civ. Engrs, Civ. Engng, 1999, 132, Feb., 2-13 The Hulme Arch Bridge, Manchester N...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1998) 126 (4): 150–162.
Published: 01 November 1998
... and the design and construction of the bridge foundations in an alluvial flood plain where the rock formation lies several km below the river bed. The scale of that undertaking, both with regard to river training and to foundations, is without precedent and makes the achievement of particular engineering...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1998) 126 (5): 35–54.
Published: 01 May 1998
... SERVICES ADVANCE WORKS EARTHWORKS CONTRACTORS RECLAMATION TERMINALS BUILDINGS AIRFIELDS PASSENGERS INFRASTRUCTURE SUBCONTRACTORS COMMUNICATIONS ROOFS MODULES FOUNDATIONS ISLANDS ARTIFICIAL LAND RECLAMATION HONG KONG AIRPORT AUTHORITY HONG KONG CHEK LAP KOK HONG KONG...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1998) 126 (1): 19–30.
Published: 01 February 1998
... was supported on a conventional sleeper-and-concrete foundation on top of gravel capping and limestone sub-base. The anticipated movement of the structure in the construction phase was calculated to be less than 10 mm and this was absorbed within the tolerances of the proprietary support system. While...

or Create an Account

Close subscription notice
Close access options