...A J CHADWICK © Thomas Telford and ICE 1991 BRIGHTON POLYTECHNIC UNSTEADY FLOW BOREHOLES MODELS SEDIMENTS TRANSPORT BROKEN WAVES PROPERTIES CALIBRATION TESTING NUMERICAL TESTS EXTERNAL PARAMETERS LONGSHORE FIELD DATA EXPERIMENTS ALGEBRAIC COMPUTERS ALGORITHMS...

... anredinforcement of the slab, the rib shapeof any profiled sheeting used, the positionof a connector within a rib, and the properties of the materials. The overall behaviour also depends on the span of the beam L, and on the degreeof shear connection N I N , , where N is the number of connectors in the shear span...

...A R DAWSON; F BULLEN © Thomas Telford and ICE 1991 NOTTINGHAM UNIVERSITY QUEENSLAND TECHNOLOGY UNIVERSITY FURNACES ASH ENGINEERING PROPERTIES SUBBASE MATERIALS PAVEMENTS LABORATORIES FBA TESTS EXPERIMENTS BEHAVIOUR SIMULATION FIELD CONDITIONS COMPACTABILITY STRENGTH...

... ASSESSMENT PROPERTIES Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Oct, 1135-137 HALFM-DEAESYTTIRNUGCBTAUNIRLBDADOLINAGRD Non-/partially destructive test methods. Developments in scanning/impulseradar systems and permeabilitytesting Speakers J. FIGG,FRSc, MKT, FICeran, FICorrST* A. E. LONG, DSc, FICE...

... PROCESS PRODUCTION PLACING CURING PLANT ENVIRONMENT COARSE CEMENT PROPERTIES WATER MORTAR CONTENT IRRIGATION SAHARA BREGA SARIR LIBYA AFRICA Proc. fnstn Ciu. Engrs, Part 1, 1991, 90, Aug., 881-919 PAPER 9750 STRUCTURBAULILDAINNDG BOARD The Libyan Great Man-Made River Project...

...J C PARISH; PSA RESURFACING RUNWAYS MILITARY AIRFIELDS SURFACING PROPERTIES MATERIALS MAINTENANCE DESIGN SPECIFICATIONS ENDS CONCRETE PAVEMENTS QUALITY TAR ASPHALT MACADAM GROUTED SEALS FRICTION COURSES TREATMENT Proc. Instn Cio. Engrs, Part 1, 1991, W,June, 537-545...

... STRUCTURES TWO DIMENSIONAL THREE DIMENSIONAL TRANSLATION PROPERTIES DISPLACEMENT STRUCTURAL Proc. InstnCiu. Engrs, Part 2, 1990,89, Mar., 1-14 PAPER 9381 STERNUGCINTEUERRAINLG GROUP Planar modelling techniques for asymmetric building structures B. STAFFORD-SMITH, DSc, PhD, BSc,FICE* M. CRUVELLIER...

...K N RAHAL; J E HARDING © Thomas Telford and ICE 1990 SURREY UNIVERSITY TRANSVERSE WEBS BEHAVIOUR ANALYSIS GEOMETRY PROPERTIES DEFLECTION VARIATIONS STRESS DESIGN SIZE STIFFENED SHEAR NON LINEAR PARAMETRIC PANELS INITIAL PEAK MATERIALS BENDING MODELS GIRDERS...

...RD FAULKNER; RA LAMBERT © Thomas Telford and ICE 1990 LOUGHBOROUGH UNIVERSITY ROPE WASHERS MICROSCALE PROPERTIES COUNTRIES ROPES PUMPS FIELD TECHNOLOGY DEVELOPING WASHERS IRRIGATION TESTS AGRICULTURE LABORATORIES ZIMBABWE AFRICA Proc. Instn Ciu.Engrs, Part...

...G W HUNT © Thomas Telford and ICE 1989 BIFURCATION THEORY SYMMETRY UNSTIFFENED PLATES FLEXURAL NON LINEAR LOCALISATION MODES SPRINGS ELASTIC RIGID STRUCTURAL INSTABILITY PROPERTIES STIFFENED SHELLS TORSIONAL INTERACTION ELEMENTS ANALYSIS LINK COMPONENTS DESIGN...

...J R RIDDINGTON; M BOLOURCHI © Thomas Telford and ICE 1989 FILL LEAD LOADS FRAMES RESISTANCE LAYERS VISCOELASTIC SHORT TERM REDUCTION TRANSFER STRUCTURES INFILL STIFFNESS PROPERTIES CYCLIC VERTICAL INFILLED RACKING TESTS CREEP LONG TERM SUSSEX UNIVERSITY OVE ARUP...

... 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...

...LA CLARK; JG CHURCH BIRMINGHAM UNIVERSITY SHELL AUSTRALIA EFFECT CREEP CRACKS REINFORCED CONCRETE BEAMS COMBINED FORCES THERMAL LOADS TESTS SHORT TERM CYCLIC LONG TERM TRANSITIONAL PROPERTIES DATA BEHAVIOUR RECTANGULAR EXPERIMENTS SPECIMENS INSTRUMENTATION HEATING...

... TRANSVERSE FLANGES MODELS INELASTIC MECHANISMS UNDERWATER CROSSINGS SHIELD DRIVEN PROPERTIES SHIELDS CYLINDRICAL FINITE STRIP MOMENTS CURVATURE RESPONSES STIFFNESS TUBES RIGIDITY HUDSON RIVER MANHATTAN NEW JERSEY USA UNITED STATES Proc. Instn Cio.Engrs, Part 2,1989,87, June...

... tropical weatheringis a featureof the sedimentary rockswhich underlie the southern part of Singapore City. The information given in the Paper on the physical properties of the rock is typical in that it shows the wide variation in strength and compressibility with no trend to any appreciable increase...

...WE FOSTER; WB HARRIS; DL HOCKIN; B GRUFFYDD; NH POSTLES; TMR FAWDRY; WAH HAMILTON; JD WINDERS; S HOYLES; MJ KENN; AT PEPPER; RB BULMAN; ICE © Thomas Telford and ICE 1989 THAMES WATER AUTHORITY INSTITUTION OF CIVIL ENGINEERS ICE RIVERS FLOODS ALLEVIATION FLOODING PROPERTIES...

... ENDS STIFFNESS CONNECTIONS POINTS TERMINATION STRENGTHENING BONDING MODELS TWO STAGE ANALYSIS COMPOSITE BEHAVIOUR PARTIALLY PREDICTION DISTRIBUTION INTERFACE MODES FAILURES PARAMETERS EQUILIBRIUM COMPATIBILITY EQUATIONS ANALYTICAL MATERIALS PROPERTIES ANCHORING BONDS AXIAL...

...DH BACHE; NJ COPPIN; AJ CASEBOWK © Thomas Telford and ICE 1989 STRATHCLYDE UNIVERSITY WARDELL ARMSTRONG SCOTT WILSON KIRKPATRICK VEGETATION CONSTRUCTION PROPERTIES PROBLEMS GROUND SURFACE STABILITY PLANTS SLOPES ECOLOGY DESIGN SAFETY BIOLOGY ROOTS BIOENGINEERING...

... ThisPaper presents valuable results of tests to determine the actual concrete properties in a newly built modern structure. The Authors have achieved notable successin overcoming the practical difficulties associated with the organization and planning of such a project. It is therefore unfortunate...

...G C MAYS; A R HUTCHINSON © Thomas Telford and ICE 1988 CRANFIELD INSTITUTE OF TECHNOLOGY ROYAL MILITARY COLLEGE OF SCIENCE OXFORD POLYTECHNIC ENGINEERING PROPERTIES STRUCTURAL ADHESIVES BONDING DURABILITY JOINTS SEMISTRUCTURAL STEEL CONCRETE STRENGTHENING BUILDINGS...