...PG FOOKES; AJ WELTMAN © Thomas Telford and ICE 1989 ROCKS SLOPES STABILISATION REMEDIAL MEASURES DEGRADATION WEATHERED FRESH EROSION METHODS TREATMENT RETARDATION FACTORS GRADES SPACING HEIGHT COSTS DESIGN CHARTS CONSTRUCTION TRAPS DITCHES FENCES ANGLES HAZARDS...

... 1500 drains were put in at 1.5 to 2.5 m spacings, the maximum depth being 13 m. The main problem encountered during thework was the floodingof the site. 129. Figure 28 shows the type of drain that was used to improve the consolidation characteristics and the loaodf the soft clays under...

...JM GREGORY; GH SOWDEN; ID WALSH; RG MOZLEY; A BULLETT; MF MAGGS; AE BURKS; P WILTSHIRE © Thomas Telford and ICE 1985 REINFORCED CONCRETE PAVEMENTS PERFORMANCE SPACING CLASSIFICATION AIRFIELDS COSTS RUNWAYS MAINTENANCE TRANSVERSE STEEL CONTINUOUS REINFORCEMENT CONSTRUCTION...

... Bureau of Public Roads built a test road near WashingtonD C with sectionsupto60 m longcontainingvaryingamounts of longitudinal steel reinforcement. Majorconclusions were thatlongitudinal steel up to a certain quantity increased the transverse crack spacing, and, more important, that increas- ing...

... flow around idealized model buildings at varied staggered spacing. In the wind tunnel, a grid of horizontal circular bars produced a velocity profile simulating a typical city centre natural wind. Ground wind patterns were successfully recorded using a paint of Dayglow pigment suspendedinwhitespirit...

... analyses. Some insight into the behaviourof the ringstiffener is given. Notation ~~ ~~ width of stiffener flange depth of stiffener web factor stating the percentage of compression yield which is taken to represent the longitudinal residual stresses ring stiffener spacing elastic critical half wavelength...

... is to reduce warping stresses from the order of 1300 to 270 units. 39. In design it would not be practical to adopt the close spacing of elements usedby the Authors: the number of nodes and members introduced into the analysis would be excessive. Ideally, the cross-section in Fig. 7 should be divided into six...

... DATA CALIBRATION IN SITU PRECAST T BEAMS POCKETS STUDS CONNECTORS FAILURES LONGITUDINAL FLOORS SYSTEMS TALL FINITE ELEMENTS CAR PARKS PARKING CARS SPACING COMPUTERS PROGRAMS BEARING CONCRETE PARTIAL ULTIMATE EQUATIONS REINFORCEMENT PAIRS SIMPLIFIED BEAMS FAILURES BARS U...

... thecolumn.Suchcolumnscouldformtheonlyunderwatercomponentsof deep-wateroff-shorestructures. A recentmethod,forfindingcriticalbucklingloadsof stayed columns, is changed into a design method which is used in an extensive parametric design study. The results cover columns with any number of stay frames evenly spaced...

...MR HORNE; CP NEWSOME; H SHAKIR KHALIL; RC HAIRSINE; S AKHTAR STABILITY HAUNCHED SPACING RESTRAINT BUCKLING RATIOS PLASTIC AXIS FORCES TAPERED TAPERS PORTAL LATERAL MEMBERS SUPPORTS COLUMNS HINGES TENSION FLANGES BEAMS PURLINS TORSIONAL RAFTERS SLENDERNESS CONTRAFLEXURE...

... EXPERIMENTAL DATA SEQUENTIAL PROPAGATION POST TENSIONED MATHEMATICS MODELS PROGRESSIVE STIFFNESS SPACING Proc. Imrn Civ. Engrs, Pari 2, 1979, 67, Des., 1091-1 1 0 0 TN 228 An analytical investigation of cracking in a partially prestressed concrete beam Theformationanddistribution of flexuralcracks...

...P DESAYI; A PRABHAKARA © Thomas Telford and ICE 1979 INDIAN INSTITUTE OF SCIENCE MAXIMUM CRACKS WIDTH REINFORCED CONCRETE SKEW RECTANGULAR SLABS METHODS UNIFORM DISTRIBUTION LOADS TESTS SQUARE EQUATIONS SPACING EXPERIMENTS Proc. lnstn Civ. Engrs, Part 2, 1979, 67...

...HM HAYDL; RG CHARLWOOD; AN SHERBOURNE © Thomas Telford and ICE 1978 ACRES CONSULTING TORONTO WATERLOO UNIVERSITY BUCKLING BENDING RING STRESS DUST DESIGN BEAMS CURVES SPACING CYLINDRICAL LARGE STIFFENED FORMULAE UPPER BOUNDS COMPRESSIVE GEOMETRY THEORY ANALYSIS...

...HM HAYDL; AN SHERBOURNE © Thomas Telford and ICE 1978 WATERLOO UNIVERSITY ONTARIO DESIGN DUCTS DISTRIBUTION ESTIMATES STIFFENERS LOADS BEAMS UNSTIFFENED LARGE GRANULAR HYDROSTATICS SPACING SHELLS EQUATIONS CIRCULAR PRESSURE MATERIALS RING THEORY Proc. Instn Ciu...

...F LABIB; AD EDWARDS © Thomas Telford and ICE 1978 IMPERIAL COLLEGE TEHRAN UNIVERSITY IRAN ANALYTICAL CONCENTRIC CONCRETE PROPAGATION CRACKS FINITE ELEMENTS BONDS PRIMARY EFFECT TENSILE SHORT INVESTIGATIONS ECCENTRIC TENSION SPACING PREDICTION ANALYSIS SLIP...

...SS NATHAN © Thomas Telford and ICE 1978 CANADIAN METCHEM INDIA ULTIMATE COMBINED BEHAVIOUR SOLUTIONS PRESSURE METHODS DETAILS SPACING RELATIVE REINFORCEMENT CAPACITY OPTIMUM MATHEMATICS FLEXURAL FOOTINGS COLUMNS YIELD LINE DISTRIBUTION COLLAPSE STUDIES SIDES SIZE...

...MR HORNE; K ELSHARKAWI; P MOONTAGUE; MERRISON © Thomas Telford and ICE 1977 UNIVERSITY COLLEGE LONDON KAISER ENGINEERS CALIFORNIA INFLUENCE PANELS SPACING PLATES RULES STRESS METHODS WELDS STRENGTH STIFFENERS CONNECTIONS STIFFENED INTERIM RESIDUAL LOADS CONTINUOUS...

...MR HORNE; MERRISON; P MONTAGUE; R NARAYANAN © Thomas Telford and ICE 1977 MANCHESTER UNIVERSITY CARDIFF UNIVERSITY COLLEGE INFLUENCE PANELS SPACING TESTS WIDTH LIMITS STRESS WELDING RULES COLLAPSE ESTIMATES RIGS STRENGTH STIFFENERS WELDED STIFFENED THICKNESS...

...P DESAYI; AB KULKARNI INDIAN INSTITUTE OF SCIENCE MAXIMUM TWO WAY SLABS EDGES CONDITIONS CRACKS REINFORCED METHODS FIXED SPACING WIDTH CONCRETE PREDICTION SUPPORTS CRACKING © Thomas Telford and ICE 1976 Proc. Instn Ciu. Engrs, Part 2, 1976, 61, June, 343-349 7913...

...P DESAYI © Thomas Telford and ICE 1975 INDIAN INSTITUTE OF SCIENCE METHODS CRACKS CONCRETE BEHAVIOUR I SECTIONS SECTIONS MEMBERS NON TENSIONED I BEAMS PREDICTION SPACING PARTIALLY BEAMS FLEXURAL LOADS UPPER BOUNDS SOFFITS TESTS EXPERIMENTS WIDTH PRESTRESSED...