... BOUNDARIES CONDITIONS MEMBRANES DISTURBANCE EDGES CORRECTIONS Proc. Instn Cio. Engrs, Part 2, 1991,91, June, 323-346 PAPER 9751 STRUCTURBAULILADNINDG BOARD Effect of support conditionsin liquid-filled spherical vessels. Partl :limiting ring-beam stiffnesses A. ZINGONI, BSc, MSc, DIC* M. N. PAVLOVIC...

...A ZINGONI; M N PAVLOVIC EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS INCLINED SUPPORTS KINEMATICS CONSTRAINTS SHELLS STRESS INCLINED COLUMNS TANGENTIAL METHODS FLEXIBLE RINGS BEAMS MEMBRANES DISPLACEMENT DEFORMATION EDGES CORRECTIONS VARIATIONS BENDING...

... MEMBRANES SETTLEMENT GEOMEMBRANES CLAYS CORES SCHLEGEL SHEETING UPSTREAM IMPERMEABLE ROCKS THICKNESS SEEPAGE PIEZOMETERS 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. Berry J. P. Millmore A. Smith H...

... LAYERS GROUTS CUT OFF BARS APRONS BLANKETS THICKNESS SHEET UPSTREAM EXCAVATION BEDROCK LAYING WELDING SITE INVESTIGATION MEMBRANES PLASTIC GROUTING SEALING SEEPAGE WATER SUPPLY SUPPLY MONITORING FILL COUNTRIES DEVELOPING ROCKS ISANLU NIGERIA AFRICA Proc. Instn G o...

...GIB RANKIN; AE LONG © Thomas Telford and ICE 1987 QUEENS UNIVERSITY BELFAST PREDICTION PUNCHING STRENGTH PANELS DEFLECTION INTERIOR SLABS COLUMNS CONVENTIONAL COMPRESSIVE ACTION ENHANCEMENT MEMBRANES EXPANSION TESTS LATERAL SHEAR FLEXURAL LOADS CORRELATION...

... HYDROSTATICS MEMBRANES BENDING STRESS Proc.Instn Ciu.Engrs,Part 2,1987,83, Mar., 91-1 14 PAPER 9084 STRUCTURAL ENGGRINOEUEPRING Elastic solutionsfor thin cylindrical shell walls under axisymmetric loading J. A. HEMSLEY, MEng, PhD, DIC, MICE, MIStructE* Practical application of standard elastic thin shell...

...TA JOHNSTON; JD EVANS; FF POSKITT © Thomas Telford and ICE 1986 FERGUSON & MCILVEEN DAMS SAND WASTE EMBANKMENTS ASPHALT CONCRETE MEMBRANES COLLIFORD UK Corrigendum Thestructural design of heavy industriaplavements. (8841 Discussion) J. KNAPTONP.roc. Instn Civ...

...TA JOHNSTON; JD EVANS; FF POSKITT; ADM PENMAN; JE SMITH; GP SIMS; ET HAWS; CW ISHERWOOD; PJ FORBES; DJ PAIN; RE COXON DAMS SAND WASTE EMBANKMENTS ASPHALT CONCRETE MEMBRANES BEHAVIOUR INSTRUMENTATION FOUNDATIONS DRAINAGE ADHESION AGGREGATES STABILITY SLOPES CURVES SAND CLIMATE...

... for a non-linear analysis of plates, and yet veryaccurate results are attained. 4. From this study it can be concluded that the shear deformation in transversely loaded plates does not increase with the transverse deflexion. When the membrane stresses become dominant, the shear deformation remains more...

... MEMBRANES DEFLECTION MEASUREMENT ASPHALT RESERVOIRS ROCKS MANAGEMENT CONTRACTS PROJECTS INDUSTRIAL RELATIONS ELECTRICITY LANDSCAPE SPOIL CREST DISPOSAL PLANTING LANDSCAPING EMBANKMENTS MOUNTAINS HYDRAULIC POWER GENERATION TENDERS COSTS GROUTING CONSTRUCTION CURTAIN PLANT...

... 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...

... MEMBRANES COATINGS PENETRATION CONTAMINATION Proc. lnstn Civ. Engrs, Part 1, 1985,78,Oct., 1253-1256 DISSCTUR8SUE7S9NCI8OTGUNINREAELRING GROUP Reinforcement corrosion and the durability of concrete bridges P. Vassie Mr D. L. Swenson, Sir William Halcrowand Partners Reinforcement corrosion from...

... PUMPED PUMPED STORAGE DAMS MEMBRANES ASPHALT UPSTREAM DEFLECTION MEASUREMENT RESERVOIRS CONCRETE PROJECTS MANAGEMENT CONTRACTORS INDUSTRIAL RELATIONS LANDSCAPE LANDSCAPING CONSULTANTS AESTHETICS POWER HYDRAULIC GRADIENTS STUDIES COMPUTERS PROGRAMS LOADS TURBINES REJECTION...

...TA JOHNSTON; JD EVANS UK Proc. Instn Ciu. Engrs, Part 1, 1985,78,Aug., 689-709 8830 GROWUAPTER ENGINEERING Colliford Dam sand waste embankment and asphaltic concrete membrane T. A. JOHNSTON, BSc, FICE, FIWES,FIHT* J. D. EVANS, BSc Tech, FICE, FIWESf The embankment for Colliford Dam...

...GT LIM; GJ TURVEY; R HAYTHORNTHWAITE © Thomas Telford and ICE 1985 RESPONSES LOADS CIRCULAR STEEL PLATES CLAMPED CIRCULAR THEORY EXPERIMENTS UNIFORM FULL RANGE RIGID PLASTIC MEMBRANES DEFLECTION PREDICTION BENDING Proc. lnstn Ciu. Engrs, Part 2,1985,79, Mar.2, 11-213...

... CAPACITY HOLES ELASTIC MEMBRANES TENSION REINFORCEMENT FLANGES CARRYING FORMULAE FINITE ELEMENTS STRESS YIELD PLASTIC MOMENTS PREDICTION MODELS SIZE EXPERIMENTS DESIGN SLENDERNESS Proc. Instn Cit..Engrs, Part 2,1984,71,June, 107-137 PAPER 8722 An equilibrium method foarssessing...

...GJ BRICE; JC WOODWARD © Thomas Telford and ICE 1984 SIR ALEXANDER GIBB WIMPEY LABORATORIES WIMPEY POTASH ARAB POTASH SOLAR EVAPORATION SYSTEMS DESIGN DEVELOPMENT MEMBRANES CUT OFF WALLS SEEPAGE CONTROL DYKES PANS PROJECTS ALTERNATIVE METHODS ROCKSALT...

... of the standard 105°C since the latter temperature caused water of crystallization to be released from the 170 ARABPOTASHEVAPORATION:CONSTRUCTION ,Frist lift of zone 2 material Installation of impermeable membran STAGE 3 , INSERTING MEMBRANE ,Zone 1 core , STAGE 4 , COMPLETION TO FINISHED LEVEL Fig.3...

... membrane stress U: 8, angle of inclination of the paneldiagonal Introduction andreview of previous work Thin webs containing rectangular openings are often found in plate girders and box girder diaphragms and are frequently used for affording inspection. Current methods of estimating the stress levelsin...

... MEMBRANES FACILITIES WHEELS LOADS INSTRUMENTATION LAYOUT INSTALLATION Proc. Instn Cio. Engrs, Part 2,1982,73, Sept., 541-563 8564 Use of non-woven fabrics in permanent road pavements S. F. BROWN, BSc,PhD,MICE,FIHE* C. P. D. JONES, BSC. MICE? B. V. BRODRICK, M P h i L A M I M e c h E , M I H E...