... their effectiveness. The Paper also discusses the problems associated with long-term monitoring of internal uplift pressures and predicting the remaining serviceable life of the dam. The costs of the studies, the monitoring and the remedial works are summarized. Introduction The Val de la Mare damis located...

... DIAPHRAGM DECKS CONCRETE SLABS BOLTS FATIGUE WORKS UPLIFT BEARINGS SHEAR TOLERANCES BOLTING TEMPORARY TURALGC Proc. Instn Ciu. Engrs, Part 1, 1987,82, Apr., 309-326 9116 GROUP M25 orbital road, Poyle tMo 4: alternative steel viaducts D. M. DICKSON, BSC,MSC,DIC, MICE* This Paper describes...

...MW PINKNEY; SH PERRY; P WALDRON RENDEL PALMER AND TRITTON IMPERIAL COLLEGE BRISTOL UNIVERSITY MODELS TESTS TESTING LOADS SPINE BEAMS LANES ULTIMATE MATHEMATICS GRILLAGES STRESS PRIMARY DATA FAILURES MODES PROCEDURE BEHAVIOUR STATISTICS PATCH BEARING UPLIFT CRACKS...

...JR GRICE; EA HEPPLEWHITE © Thomas Telford and ICE 1983 CTH JOINT VENTURE RENDEL PALMER AND TRITTON DESIGN CONSTRUCTION RIVERS BARRIERS COFFERDAMS DRY THAMES BARRIER PIERS ABUTMENTS WORKS PHASED FRAMES EXCAVATING METHODS UNDERWATER INSPECTION JOINT VENTURES UPLIFT...

... and permanent nature were required during excavation and construction of the 16 m deep basements. +(c) Uplift could occur due to water pressure beneath the basement slab. The basement level of 20 m NGF (Niveau Generale de France) was just above the normal groundwater level but, in times of exceptional flood...

...DN MUDD © Thomas Telford and ICE 1970 WAIKATO VALLEY AUTHORITY NZ UPLIFT FLOODBANKS PIEZOMETRIC TOES PERVIOUS LEVELS DAMS FOUNDATIONS TECHNICAL NOTE 17 Synopsis Uptolaiteft of doamr floodbank on pervious foundation D. N. MUDD, MICE, MNZIE. The piezometric level...

...E W H GIFFORD; A A W BUTLER © Thomas Telford and ICE 1966 E W H GIFFORD TERSONS ICOS SHOPPING CENTRES CENTRES SHOPPING DESIGN CONSTRUCTION COSTS BASEMENTS WATER PRESSURE WATERTIGHTNESS WATERTIGHT UPLIFT UNDERGROUND TUBES RAILWAYS BAKERLOO LINE TUNNELS...

... concentrations (S 41). 202. With regard to selection of the type of dam, he asked if consideration had been given to the formationof cavities near and upstream of the kern, at least in the river portion, with the aimof reducing concretevolumes, internal uplift, and founda- tion pressures, but so as not to reduce...

... of the prevailing site conditions and the criteria adopted for the selection of designs. A detailed sectionon design features includes arrangementsfor flood discharge, provision for uplift, contraction, scouring and emptying. Methods of construction are described, coveringthe diversion of water and the excavation...

.... The rise in groundwater level downstream of the cut-off on impounding has also been recorded. The effect of the resulting uplift on the stability of the downstream slope and south abutment, and itsc ontrol by relief wells, are also discussed. IMPERIAL COLLEGE SANDEMAN KENNARD SELSET LUNE TEES...

...K BILLIG; H ADDISON; R S TAYLOR; A E GRIFFIN © Thomas Telford and ICE 1960 IRRIGATION PROJECTS RIVERS BASINS RETROGRESSION ACCRETION SEDIMENTS UPLIFT DRAINAGE SILT COUNTRIES DEVELOPING INDUS BASIN INDUS RIVER PAKISTAN ASIA 166 DISCUSSION ON RECENT IRRIGATION...

... granite. In addition to the usual run-off, yield and design particulars the Paper describes how increased allowancefor uplift was made overa fissured section of the foundations and how the design of the stilling pool and gauging bay was finalizedby model experiments. Provision was made during construction...

...E H BROWN; O C ZIENKIEWICZ; J PARK; J L SERAFIM © Thomas Telford and ICE 1956 UPLIFT GRAVITY DAMS STRESS DISTRIBUTION RATIOS CYLINDERS DISPLACEMENT DESIGN HYDRAULIC CORRESPONDENCE 867 and all possible ratios were shown on the chart given in the first Paper which could...

...D N DE G ALLEN; L CHITTY; A J S PIPPARD; R T SEVERN © Thomas Telford and ICE 1956 EXPERIMENTS MATHEMATICS ANALYSIS ARCHES DAMS TREATMENT COMPUTERS RELAXATION ACCURACY ELASTIC EQUATIONS BEHAVIOUR CALCULATIONS STRESS CONCRETE TEMPERATURE EARTHQUAKES UPLIFT THREE DIMENSIONAL...

...E H BROWN © Thomas Telford and ICE 1956 GRAVITY DAMS UPLIFT HYDRAULIC DRAINS STRESS CONCRETE DISTRIBUTION INTERNAL VERTICAL FORCES GRAPHS FORMULAE l9G BROWN ON TEE EFFECT OF UPLITT ON GRAVITY-DAMPROFILlCS Paper No. 6085 THE EFFECT OF UPLIFT ON GRAVITY-DAM PROFILES bY *Eric...

...H D MORGAN; C K HASWELL © Thomas Telford and ICE 1953 DRIVING TESTING PILES METHODS LOADING TESTS UPLIFT LOADS MEASUREMENT SETTLEMENT DESIGN REINFORCEMENT JACKS ABADAN KEADBY RIVER TRENT DONCASTER PORTISHEAD P.S. NEWPORT UK IRAN MORGAN AND HASWELL...