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1-19 of 19
Keywords: PIEZOMETERS
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Journal Articles
NSM BERRY, HS EADIE, JP MILLMORE, IE MACGREGOR, A SMITH, JW FINDLAY, DJ KNIGHT, PR VAUGHAN, MTT JONES, MF KENNARD, CARLISLE, ET HAWS, G ROCKE, ADM PENMAN, TA JOHNSON, WJF RAY, R CASINADER
Proceedings of the Institution of Civil Engineers (1990) 88 (1): 155–164.
Published: 01 February 1990
... SETTLEMENT GEOMEMBRANES CLAYS CORES SCHLEGEL SHEETING UPSTREAM IMPERMEABLE ROCKS THICKNESS SEEPAGE PIEZOMETERS KONTAGORA ISANLU NIGERIA AFRICA Proc. Instn Ciu. Engrs, Part 1,1990,88,155-164 9259 and 9398 DISCUSSION WATER ENGINEERING GROUP Kontagora and Isanlu Dams, Nigeria N. S. M...
Journal Articles
ALKALI-SILICA REACTION: VAL DE LA MARE DAM, JERSEY, CASE HISTORY.
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Proceedings of the Institution of Civil Engineers (1988) 84 (6): 1237–1259.
Published: 01 December 1988
...-SILICA REACTION: VAL DE LA MARE DAM 1243 COLE AND HORSWILL Table 1. Main monitoring activities andfrequencies Monitoring activity Piezometer readings Relief drain flows Anchor bar load cells Crest movement gauges Visual inspection and survey of face cracking Other block 6 instrumentation Sonic velocity...
Journal Articles
OBSERVATIONS OF AN INSTRUMENTED PILE-RAFT FOUNDATION IN WEAK ROCK.
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Proceedings of the Institution of Civil Engineers (1988) 84 (4): 693–711.
Published: 01 August 1988
... water pressure were monitored using water standpipes and piezometers. Instrument readings were monitored during and after the construction of the superstructure. The observations showed that most of the load was carried by the piles and overall and differential foundation settlements were very small...
Journal Articles
THE MEASUREMENT ANFD SIGNIFICANCE OF HORIZONTAL EARTH PRESSURES IN THE PUDDLE CLAY CORES OF OLD EARTH DAMS.
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Proceedings of the Institution of Civil Engineers (1987) 82 (1): 123–152.
Published: 01 February 1987
...- matic piezometers. Three different typesof measurement have been carried out to determine lateral earth pressures in puddlcelay cores: push-in spade-shapedpres- sure cells; critical pressure tests in stand-pipepiezometers; self-boring pres- suremeters. Push-in spade-shaped pressure cells 23...
Journal Articles
DM FINLAYSON, JR GREENWOOD, CG COOPER, NE SIMONS, DG MCKINLAY, P MOORE, CEJ WOOD, AL LITTLE, ADM PENMAN, MF KENNARD, J WRIGHTMAN, DJ AYRES, RJG EDWARDS, R FREER, JA LORD, SB SHINDE, FW EVANS, WOOTTON
Proceedings of the Institution of Civil Engineers (1985) 78 (5): 1211–1235.
Published: 01 October 1985
... PRESSURE RESPONSES WATER DRAINAGE BLANKETS BASES GEOLOGY INSTABILITY LANDSLIPS DESIGN SEPARATION MEMBRANES STABILITY ANALYSIS MOVEMENT LONDON CLAY SLOPES MOTORWAYS M25 EARTHWORKS PERMEABILITY FOUNDATIONS DAMS LAYERS SILT PIEZOMETERS CLAYS SLIP RAILWAYS MATERIALS CONTRACTS...
Journal Articles
JP MILLMORE, R MCNICOL, G ROCKE, ADM PENMAN, NJ RUFFLE, COTTON, R, DJ COATS, MF KENNARD, CJ SAMMONS, A COCKSHAW
Proceedings of the Institution of Civil Engineers (1985) 78 (3): 597–615.
Published: 01 June 1985
... BORING WATER CLAYS STRENGTH INSTABILITY PORE PRESSURE CONTENT STRESS DRAINAGE SAFETY FACTORS SHEAR JOINT VENTURES CORES MATERIALS SELECTION TESTS LABORATORIES SHOULDERS MONITORING SOILS PIEZOMETERS METHODS MEASUREMENT MOVEMENT GROUNDWATER CONTRACTORS KIELDER...
Journal Articles
DESIGN AND CONSTRUCTION OF THE THAMES BARRIER COFFERDAMS.
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Proceedings of the Institution of Civil Engineers (1983) 74 (2): 191–224.
Published: 01 May 1983
... RELIEF PROTECTION TRAFFIC TEMPORARY SITES ADMINISTRATION LAYOUT GEOLOGY PILING STRUTS CONCRETE PRESSURE DEWATERING RESTRUTTING REMOVAL CLOSURES PILES SAND CUTTING DIVING AIRLIFTS FORMATION TESTS CHALK THANET SAND THANET PIEZOMETERS SETTLEMENT INDICATORS RIVER THAMES...
Journal Articles
DESIGN AND CONSTRUCTION OF THE APPROACH EMBANKMENT TO THE RIVER TRENT BRIDGE ON THE M180 SOUTH HUMBERSIDE MOTORWAY.
Available to PurchaseJJ HOLROYD, GM DAWSON, KR JONES, DG HUNT, RH BASSETT, JN HORNER, CJFP JONES, JA DERRINGON, EC HAMBLY, DP NICHOLSON
Proceedings of the Institution of Civil Engineers (1982) 72 (3): 447–464.
Published: 01 August 1982
... GROUNDWATER PIEZOMETERS PORE PRESSURE TRIAXIAL STRESS CONS TRENT HUMBERSIDE UK Proc. Instn Ciu. Engrs, Part 1, 1982,72, Aug., 4 7 - 4 4 8480 DISCUSSION Design and constructionof the approach embankments to theRiver Trent bridge on the M180 South HumbersideMotorway J.J. H O L R O Y D , G...
Journal Articles
DISCUSSION. DESIGN AND CONSTRUCTION OF THE NORTHFLEET HOPE CONTAINER TERMINAL, TIL -BURY DOCKS.
FreeFA PAGE, RC CURTIS, HGJ MILLS, PLA BLACK, DE GLYN-WOODS, MP KENDRICK, RE WEST, ISS GREEVES, JG BERRY, D JONES, JD METTAM, JR ODONNELL, RW POSTLETHWAITE, MJ STONE
Proceedings of the Institution of Civil Engineers (1982) 72 (3): 465–482.
Published: 01 August 1982
... result is given in Fig. 23. This shows groundwaterlevel followingthe rising tide very closely, whichmay not be entirely accurate, and could have been distorted by the presence of the piezometer tubeitself. With thefalling tide, groundwater levelisheld just below mid-tideand...
Journal Articles
DESIGN AND CONSTRUCTION OF THE APPROACH EMBANKMENTS TO THE RIVER TRENT BRIDGE ON THE M180 SOUTH HUMBERSIDE MOTORWAY.
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Proceedings of the Institution of Civil Engineers (1981) 70 (3): 481–499.
Published: 01 August 1981
... profile gaugesincorporatingplatemagnets were installed across the full width of the embankment base. Piezometers were incorporated in both embankment fill and subsoil in order that a complete pictureof excess pore water pressure build-up coulbde monitored. 0 Plezometers 1l inclinometers -15 c -10 .5 (0 0...
Journal Articles
DERWENT DAM - CONSTRUCTION.
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Proceedings of the Institution of Civil Engineers (1970) 45 (3): 401–422.
Published: 01 March 1970
...). The slopes averaged If to 1 and their stability depended upon keeping the ground water below the surfaces of the slopes by means of a two-stage well pointing system. Dip type piezometers were installed on twocross sections to enable a watch to he kept on the effectiveness of the ground water lowering. 25...
Journal Articles
R L FITT, R HARWICK, F W A WHITAKER, F V CORNEY, R G T LANE, E ZOLKOV, W MACGREGOR, SIR T FOY, G R CURTIS, G SCHMIDT, D J KNIGHT, F ANTONIOLLI, B T SEDDON, A D M PENMAN, A K BISWAS, R J T CASINADER
Proceedings of the Institution of Civil Engineers (1968) 40 (1): 83–107.
Published: 01 May 1968
... IRRIGATION PLANNING SLUICES BUTTRESSES RESERVOIRS PIEZOMETERS COLLIMATION BENTONITE DESIGN FOUNDATIONS INSTRUMENTATION FLOODS SUBSOIL LABOUR COLLIMATORS ROSEIRES BLUE NILE SUDAN AFRICA 7047/7048 DISCUSSION The Roseires Dam, Sudan: planning and design R. L. FITT, R. MARWICK & F...
Journal Articles
MANGLA. PART 1. ENGINEERING OF MANGLA.
Available to PurchaseGM BINNIE, RT GERRARD, JG ELDRIDGE, SS KIRMANI, CV DAVIS, JC DICKINSON, JR GWYTHER, AR THOMAS, AL LITTLE, JFF CLARK, BT SEDDON
Proceedings of the Institution of Civil Engineers (1967) 38 (3): 338–544.
Published: 01 November 1967
... PIEZOMETERS MANGLA INDUS PAKISTAN ASIA MANGLA SYNOPSIS Part I of the Paper describes the Indus Basin Project, the primary purpose of which is to replace the waters of the eastern rivers ceded under the Indus Basin Treaty to India with waterfrom the western rivers, also the importance...
Journal Articles
Proceedings of the Institution of Civil Engineers (1966) 35 (4): 527–548.
Published: 01 December 1966
... of the job was less than estimated, and it was finished five months ahead of the programme. This spoke very well for the general planning, the good supervision, and the manner in which difficulties were promptly dealt with. 41. The speaker said that he had experienced difficultieswith piezometers. Even...
Journal Articles
SHEK PIK DAM.
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Proceedings of the Institution of Civil Engineers (1965) 30 (3): 557–588.
Published: 01 March 1965
... FOUNDATIONS PARTIAL CRACKING CORES INVESTIGATIONS REMEDIAL WORKS MEASURES SITES TESTING EARTHFILL TESTS COSTS GEOLOGY FILTERS SAND ALLUVIUM CUT OFF GROUTING ROCKS WEATHERED PERFORMANCE SETTLEMENT CONSOLIDATION MEASUREMENT APPARATUS PORE PRESSURE PIEZOMETERS SHEAR STRENGTH...
Journal Articles
J KENNARD, M F KENNARD, A W BISHOP, P R VAUGHAN, A L LITTLE, T N W AKROYD, N J RUFFLE, D H TROLLOPE, R J COURT, S SEROTA, J K HUNTER, H H DIXON, R H CUTHBERTSON, P O WOLF, S ROBIN, R C S WALTERS, ROW
Proceedings of the Institution of Civil Engineers (1962) 23 (4): 726–765.
Published: 01 December 1962
... actually donethat in the Balderhead reservoir located not very far away from Selset. There was no doubt that the piezometer installations at Selset gavevital information all through the construction of the embankment o the engineer and were of great valueto him. However, they (the contractors) felt...
Journal Articles
SELSET RESERVOIR: DESIGN AND CONSTRUCTION.
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Proceedings of the Institution of Civil Engineers (1962) 21 (2): 277–304.
Published: 01 February 1962
... GEOLOGY FOUNDATIONS SAND SOFT BOULDER CLAY WATER PROTECTION PIEZOMETERS DESIGN TRENCHES SETTLEMENT DRAINS CLAYS DISSIPATION PRESSURE OVERFLOWS FILL CONSTRUCTION CUT OFF VERTICAL STRENGTH EMBANKMENTS PORE BOULDER TESTS SANDEMAN KENNARD BALFOUR BEATTY SELSET LUNE...
Journal Articles
SELSET RESERVOIR: DESIGN AND PERFORMANCE OF THE EMBANKMENT.
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Proceedings of the Institution of Civil Engineers (1962) 21 (2): 305–346.
Published: 01 February 1962
... DURHAM UK RESERVOIRS EMBANKMENTS CLIMATE BOULDER CLAY FIELD FOUNDATIONS DRAINS ACCELERATION LANDSLIPS PRESSURE PORE DESIGN CLAYS FILL METHODS MEASUREMENT STRATA SOFT PIEZOMETERS CUT OFF ABUTMENTS DRAINAGE PERFORMANCE INFLUENCE PROPERTIES BOULDER SETTLEMENT SAND...
Journal Articles
MODEL-TESTS ON THE BELLMOUTH-SPILLWAY AND OUTFALL OF THE FASSIDERI PROJECT.
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Proceedings of the Institution of Civil Engineers (1952) 1 (5): 573–598.
Published: 01 October 1952
... raising the outfall channelor lowering the floor of the basin. Piezometer measurements indicatedthat cavitation mightoccur in the throatof the bellmouth, and that low pressures in this region might be due to the existence of a vena m t r a c t a caused by imperfect shaping of the bellmouth. 574 CRUMP...
