... consistent. The gradingis seen to be fairly open, with the likelihood of providing high permeability in the compacted material. A comparison of this grading with specified values is made in # 4 3 4 . The fraction passing the 425 pm sieve was found to be non-plastic. 8. The FBA is 'non-susceptible' to frost...

...J FIGG; A E LONG; A JACK; G BALLARD; G MILLS; J H BUNGEY © Thomas Telford and ICE 1991 NON DESTRUCTIVE PARTIAL TESTS TESTING METHODS DEVELOPMENT SCANNING RADAR SYSTEMS PERMEABILITY PARTIALLY MATERIALS INTEGRITY DURABILITY MEASUREMENT CONCRETE MAPPING IMPULSES APPARATUS...

... PERFORMANCE TRIALS SHAFTS SPECIMENS POROSITY PERMEABILITY PHYSICAL MODELS FLOW MECHANISMS FORMULAE CULVERTS SIZE LOCATION OPTIMISATION FEASIBILITY ALLEVIATION WAVES MODELLING CHESIL BEACH PORTLAND WEYMOUTH CHISWELL DORSET UK Proc. Instn Cio. Engrs, Part 1, 1991, 90, Aug...

... CONCENTRATION CONTENT SILICA SAMPLING SCANNING INVESTIGATIONS CEMENT ASH TESTS PROPERTIES STRENGTH PERMEABILITY PROFILES INGRESS REACTIONS ELECTRONS MICROSCOPY Proc. Instn Ciu.Engrs, Part 1,1989,86, Dec., 11 11-1128 9504 STRUCTGURROAULPENGINEERING An investigationof conventional ordinary...

.... Dr R.M. Telling, South BankPolytechnic Concerning an aspect of design of the downstream face of the embankment-in assessing the stability of a saturated infinite soil slope, account can be taken of anisotropy with respect to permeability.* With seepage parallel to the slope face, the factor of safety...

.... The main factors controlling liquefaction are (a) grain size (b) degree of saturation (c) permeability (d) density (e) confining pressure ( f )initial shear stress conditions. 551 STREET 558 CHINACLAYTAILINGSDISPOSAL It is generally accepted that grain size, saturation and relative density have...

... MACHINERY DRAINAGE HALLS TURBINES CONCRETE TUNNELS CAVERNS ECONOMICS ROCKFILL FILL TESTING PROPERTIES GEOTECHNICS PERMEABILITY SITE INVESTIGATION POWER STATIONS STABILITY FOUNDATIONS DINORWIG WALES MARCHLYN FFESTINIOG UK Proc. Instn Ciu.Engrs, Part 1, 1986,80,Apr., 493-536...

... 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...

... (Fig. 1). In January 291 McKENNA, HORSWILL AND SMITH 1971, falling-headtests were carried outandthe following coefficients of permeability were measured: 0.085, 0.48, 4.5, 49,250 and 860 X 10-8 m/s. The average of the two highest coefficients of permeability was 5.5 X 10-6 m/s, a value consistent...

... PERMEABILITY SLICKENSLIDES MONTMORILLONITE LOCATION ENVIRONMENT CAPI WEYMOUTH PORTLAND DORSET RADIPOLE LAKE WYKE REGIS WESTHAM UK Proc. Instn Ciu.Engrs, Part 1,1984,76, Feb., 95-115 PAPER 8748 Weymouth and Portland marine treatment scheme:inland sewerage works J. F. H. PITTMA$, BA, BAI...

... INSTRUMENTATION MEASUREMENT BEARING PRESSURE WATER SETTLEMENT BASES LEVELS ESTIMATES SITES DISSIPATION DEFORMATION PARAMETERS DIFFERENTIAL BOREHOLES SOILS PROFILES ANALYSIS EFFECT LIVE DISTRIBUTION CALCULATIONS PERMEABILITY WEATHERED CELLS MASS CONSOLIDATION LYMM CHESHIRE UK...

...MA BERAN; A GUSTARD; FA FARQUHARSON © Thomas Telford and ICE 1982 INSTITUTE OF HYDROLOGY LOW FLOW ESTIMATING RIVERS HYDROLOGY RESEARCH STUDIES CATCHMENTS DURATION FREQUENCY CURVES GEOLOGY PERMEABILITY INDEX DIAGRAMS STORAGE YIELD RESERVOIRS METHODS LONG RECORDS...

... on the permeability tests that have been Paper published: Proc. Instn Civ. Engrs, Part 1, 1981, 70, Aug., 461-480. 401 DISCUSSION published so far. I wonder also whether carbonation has been tested on crack faces (not just on the external faces but on the actual facesof cracks) and if so, what were the results. 70...

...TP O BRIEN © Thomas Telford and ICE 1980 OVE ARUP PODIA CONCRETE STRUCTURAL BUILDINGS TESTS REINSTATEMENT REMOVAL SURFACE OFFICES DECKS DETERIORATION TECHNIQUES CHEMICAL EXPOSED FLATS UNIVERSITIES TECHNOLOGY REPAIRS BEHAVIOUR RESEARCH PERMEABILITY TREATMENT...

...DE NEWMAN; JA LEWIS; NB WEBBER; J DUVIVIER; MG BARRETT; AE MARSDEN; TS HEDGES; WRIGHT; P © Thomas Telford and ICE 1977 LEWIS AND DUVIVIER LIVERPOOL UNIVERSITY SOUTHAMPTON UNIVERSITY ANGLIAN WATER AUTHORITY BEACHES DEFENCES SAND COASTS PROTECTION MATERIALS PERMEABILITY...

...KR RUSHTON; YK CHAN; SSD FOSTER © Thomas Telford and ICE 1976 GEOLOGICAL SCIENCES INSTITUTE NUMERICAL TESTS MODELLING AQUIFERS METHODS FLOW CHALK MODELS ANALYSIS TRANSMISSIVITY STORAGE PUMPING MATHEMATICS PERMEABILITY PARAMETERS GROUNDWATER Proc. Instn Ciu. Engrs...

... of the in situ permeability of the subsoil. The problem of stability control is also considered and an approach which has been developed and used successfullyat several sites is described. A brief outline is given of some construction expedients for countering problems of settlement and stability...

... on the potential for augmentation of low river flows by pumping from groundwater storage. The designof such river regulation schemes is necessitating a detailed knowledge of the nature of Chalk permeability and storage; such information is also relevant in the prediction of the movement of pollutants andin...

... STRUCTURES STORAGE METHODS GRAVITY ANALYSIS TANKS PERMEABILITY PRESTRESSING EKOFISK NORTH SEA Proc. Instn Ciu. Engrs, Part 1, 1974, 56, Nov., 497-511 7745 Design and construction of the Ekofisk artificial island H. MARION, EC. POIY* G.MAHFOUZ, BSc(Civ.Eng), MlStructEt The discovery of oil...

...FT HOWELL; GB FOX © Thomas Telford and ICE 1973 HYDROGEOLOGY BASINS PERMEABILITY BOREHOLES PERMEATION ROCKS SANDSTONE FLOW POROSITY FIELD PERMO TRIASSIC AQUIFERS FISSURES GROUNDWATER INTERGRANULAR LANCASHIRE CHESHIRE UK GHRYODURPO L O G I C A L INFORMAL...