... POTENTIAL MATERIALS ROCKFALLS FIELD TRIALS COMPUTERS STUDIES TRAJECTORY WEATHERING SHALLOW STEEP WALLS GABIONS CRIBS DENTITION UNDERPINNING BOLTING GUIDELINES PROTECTIVE CONTROL THEORY TRAPPING FAILURES DESTABILISATION PARAMETERS PROTECTION Proc. Instn Ciu. Engrs, Part 1,1989,86...

...WE FOSTER; WB HARRIS; ICE © Thomas Telford and ICE 1988 THAMES WATER INSTITUTUION OF CIVIL ENGINEERS ICE FLOODS ALLEVIATION WORKS RECONSTRUCTION PILING RIVERS DAMAGE SAFETY DESIGN HYDROLOGY SOILS REVETMENTS UNDERPINNING BANKS CHANNELS SHEAR RESISTANCE VIADUCTS...

... and track slab stabilization, new arch settlement occurred. Against a tight timescale, with limited track possessions and power isolations, the tunnel side walls were underpinned using mini piles and side beams were constructed to reconnect and strengthen the side wall invert interface. Monitoring has shown...

... for the next l e 1 5 years without recourseto underpinning. A programme has therefore been put in hand to repair the superstructuresand continue monitoring regularly. Introduction Lytham St Annes, a town of 40000 population, is situated at the mouth of the Ribble Estuary on its northern bank (Fig. la). St...

...SJ TAYLOR; I CALLISTER; RW COOKE Proc. Instn Ch. Engrs, Part 1, 1981, 70, Feb., 182-184 PILING GROUP INFORMAL DISCUSSION Micro-piles introduced by S. J. Taylor and 1. Callister, Mlnst" reported by R. W. Cooke The Pali Radice (rootpattern)system of underpinning using smalldiameter grouted piles...

...AC LYONS © Thomas Telford and ICE 1979 SIR WILLIAM HALCROW JUBILEE LINE UNDERGROUND RAILWAYS CONSTRUCTION STATIONS DESIGN RUNNING JUNCTIONS STEP PLATE OPERATIONS UNDERPINNING SETTLEMENT TUNNELLING LININGS RATIONALISATION IMPERIAL CAST IRON RINGS METRIC LONDON...

...MJ TOMLINSON; JFS PRYKE © Thomas Telford and ICE 1974 UNDERPINNING CLAYS METHODS EXCAVATIONS FOUNDATIONS BUILDINGS SETTLEMENT HOUSES DAMAGE TECHNIQUES SHRINKAGE PILING GROUP INFORMAL DISCUSSION Underpinning introduced by M. J. Tomlinson, FlCE and J. F. S. Pryke, MA, MICE...

... BUILDINGS FLOTATION RESISTANCE UNDERPINNING PROBLEMS VIADUCTS REINFORCED CONCRETE DIAPHRAGM WALLS INSTALLATION SYSTEMS SITE INVESTIGATION SUPERSTRUCTURES IN SITU PRECAST STEEL SUBSTRUCTURES WATERPROOFING PROBLEMS LONDON ELEPHANT & CASTLE BAKERLOO LINE ELEPHANT & CASTLE...

... DIGGERS STABILITY ELECTRICAL SCREENING BONDING SEGMENTS KNUCKLES CONTRACTS ORGANISATION EQUIPMENT TRACK CONSTRUCTION VENTILATION SIGNALLING AUTOMATIC TRAINS STATIONS UNDERPINNING VICTORIA LINE LONDON UK © Thomas Telford and ICE 1965 For discussion at an Ordinary...

... BLOCKS GRANULAR MIXING SUPPORT DAMS BASEMENTS IMPERMEABLE GROUTING PHYSICS ECONOMICS SITE INVESTIGATION TUBE A MANCHETTE PROCESS TEMPORARY EXCAVATIONS CUT OFF SHAFTS SOFT TREATMENT GROUTS OPERATIONS TRIAL SOILS METHODS GROUND TUNNELS UNDERPINNING SINKING TUNNELLING...

... sunk from the surfaceby underpinning in cast-iron ringsof 12-ftint. dia. to the west of the tunnel centre-line and taken approximately to the depth of tunnel axis. After the tunnel lining had been constructedto some distance beyond each air shaft, the shaftlining was broken out above its base...

... impossible to introduce steel sections because of limited acceas. It was,however,possible to take small precast units upthe building in the lift and thiswas done. The units were then assembled on scaffolding and stressed together. 6.52. Underpinning.-Since Professor Magnel usedprestressing for the raising...

... COLLIERIES CLADDING ALUMINIUM BUILDINGS INSULATION TUNNELS TUNNELLING LININGS SHAFTS TEMPERATURE DISTRIBUTION CONCRETE MEASUREMENT VERTICAL LOADING LOADS HYDRATION WINDING INSTALLATIONS ERECTION UNDERPINNING FOUNDATIONS STRUCTURES BOLTS TENSION BORING VENTILATION CRACKS SHRINKAGE...

...B GEEN; J W ALEXANDER; S A PARIS; D W CRACKNELL; J S WILSON; E M HAYWARD; C DJANOEFF; G C WILSON © Thomas Telford and ICE 1954 FOUNDATIONS UNDERPINNING METHODS BORED PILES TECHNIQUES GUILDHALL UK CORRESPONDENCE 745 and perhaps unnecessarily large, numberW. hatever...

...R GLOSSOP; J A K HAMILTON; G E WILD; D H LITTLE; H J B HARDING OF TEE AISNIASURANBCUEILDISNIGN,GAPORE 443 COSTS The underpinning of the cylinders, including the reinforced-concrete raft, was carried out on a cost-plus-profit basis. The total cost of the foundations, including the partial sinking...

... describes essentiallythe underpinning of partially sunkreinforcedconcrete cylinders by means of a precast concrete segmentallining. The early history of the foundations is related fairly comprehensively arnedference is madeto the main points in the design. The partial sinking of the cylinders, of which...

...B GEEN © Thomas Telford and ICE 1954 FOUNDATIONS UNDERPINNING CONSTRUCTION PRESTRESSING PILES REINFORCED CONCRETE BEAMS METHODS TESTS SITE INVESTIGATION PROBLEMS WALLS LAYOUT BUTTRESSES TESTING GUILDHALL LONDON UK GEEN ONGUILDHALL : PROVISION OF NEW...