...D ATHERTON; P D JACKSON; R COWELL; R SMITH; P W FRIEND © Thomas Telford and ICE 1991 CLOSE TOLERANCES STRUCTURES SPECIFICATIONS PERFORMANCE VIBRATIONS NOISE TRANSMISSION GEOMETRY DIMENSIONS BUILDINGS VACUUM DEWATERING ISOLATION Proc. Instn Cio. Engrs, Part 1, 1991, 90, Aug...

... BASEMENTS INSTRUMENTATION INVESTIGATIONS COSTS MEASUREMENT DATA CRANES WIND FLOORS PROJECTS MONITORING CLIENTS DIAPHRAGM WALLS PLANNING CONTROL SUBCONTRACTORS DEVELOPMENT DRAWINGS ERECTION MODELS MODULES SWAY LOADS CAISSONS ARCHITECTS CORROSION TOLERANCES QUALITY ASSURANCE...

... the strict tolerances required of construction and the survey techniques employed to monitor the physical achievement of performance. Development of sophisticated temperature-matched curing equipment enabled the progressive evolution of in situ concrete temperatures to control water temperatures in a bath...

... standards for both ultimate tensile strength and elongation. The client consequently accepted the substandard studs. Tolerances 47. Of the few cases of out-of-tolerance deviations that occurred, most were in unstiKened flanges and the moreslender webs. The delays that often occur when remedial work...

...R G R TAPPIN; P J CLARK BRIDGES DESIGN STEEL CABLE STAYED DEVELOPMENT SITES TOPOGRAPHY GEOLOGY MARINE CLIMATE SEISMIC NAVIGATION LAYOUT MATERIALS FOUNDATIONS DECKS TOWERS CABLES STAYS ARTICULATION ANCHORAGES ROCKERS LINK TOLERANCES CODES ANALYSIS FORCES DISTRIBUTION...

... THEORY METHODS DESIGN RESIDUAL BOUNDARIES CONDITIONS NUMERICAL COLLAPSE ANALYSIS LOWER BOUNDS PREDICTION PLASTICITY ELASTIC TOLERANCES IMPERFECTIONS Proc. InstnCiu. Engrs, Part 2, 1983,75,June, 333-342 DISCUSSION ON PAPER 8558 Elasto-plastic buckling of pressure and axial loaded...

... the traditional +25 mm tolerance was specified, but by no means worked to, the clearance between load and structure gauges was so small that 97% of the track had to be laid on an alignment different from that originally intended in order tominimize the rebuilding of tunnel lining. Referring to $14of Paper 8515, I...

... BEHAVIOUR STIFFNESS SURFACE PARAMETERS RATIOS SQUASH PRACTICE TOLERANCES CONTROL SHAPE IMPERFECTIONS HYDROSTATICS Proc. Instn Civ. Engrs, Part 2,1982.13, Sept., 633-652 8558 Elasto-plastic buckling of pressure and axial loaded cylinders J. G. A. CROLL, BE, PhD. MIStructE, FIMA* An elastic...

...DJ PALMER; WGK FLEMING; JH BRIGHTON; AS WEST © Thomas Telford and ICE 1982 PILING SPECIFICATIONS YELLOW BOOK MODELS CONTRACTS DOCUMENTATION PROCEDURE RECOMMENDATIONS PILES REINFORCEMENT TOLERANCES INSURANCE SUPERVISION DESIGN CONTRACTORS BORED Proc. Instn Ciu. Engrs, Part...

... SUPERVISORS CONTRACTORS SUPERVISION STEEL BRACING ERECTION FRAMES TOLERANCES SAFETY STABILITY BOLTS LIABILITY FAILURES TEMPORARY STANDARDS RESIDENT ENGINEERS RESPONSIBILITY FABRICATION WORKS PROCEDURE SAFETY LEGISLATION TEMPORARY WIND WEATHER CLADDING LEGAL TIGHTNESS LATERAL...

... COUNTRIES GIRDERS STRENGTH TOLERANCES JOINTS STRESS ANGULAR CRANES ACCELERATION PROJECTS RIO NITEROI BRAZIL SOUTH AMERICA Proc. Instn Civ. Engrs, Part 1, 1980, 68, May, 261-271 8167 DISCUSSION Construction of the navigation spans of the Rio Niter6i Bridge,Brazil T. J. UPSTONE 81 D...

...SD BARBER; J KNAPTON © Thomas Telford and ICE 1980 NEWCASTLE UNIVERSITY EXPERIMENTAL CONCRETE SAND TESTS MATERIALS ROADS RELAYING ECONOMICS LIGHT MEASUREMENT GRAVEL INVESTIGATIONS BLOCKS SUBBASE LOW SUITABILITY TOLERANCES METHODS MAINTENANCE EXPERIMENTS LOADS...

..., Freeman Fox & Partners It would be appreciated if Mr Cuthbert could give some additional information concerningtolerancesfortunnel and tracklocation. In 0 27, the reference to Follenfant et al. indicates that the track tolerance for line and level is -t 1.5 mm (The Victoria Line, 5 1.15), which is a high...

.... Impactfactors 26. Using thecomputer models which reasonably matched the measured dynamic properties it was possible to calculate thestatic displacements for selected vehicles and thus deduce the deflexion dynamic impact factors given in Table 4. Human tolerance levels 27. Test results3 have beeunsed to devise...

... practiceof this attractive solutionis known to the Author. 36. Tolerances of torsion equipment haveto be kept very low to obtain good efficiency ofthe dolphinpiles, especially when the dolphinis loaded dynamically. To mobilize thetorque of the piles, platforms must already rotate approximately 0.5". Table 1...

...JO SURTEES; MERRISON; D TORDOFF; WADDELL; J © Thomas Telford and ICE 1977 OPTIMUM BOX STRUCTURES MERRISON FABRICATION DESIGN GIRDERS COSTS VALUE TOLERANCES COMPOSITION BRIDGES ECONOMICS DISTORTION PANELS Proc. Instn Cio. Engrs, Part 2, 1977, 63, Sept., 159 8004...

...DG JOBLING; R WATTS; AC LYONS; BF GONSALVES © Thomas Telford and ICE 1977 PICCADILLY LINE EXTENSIONS LINES UNDERGROUND TOLERANCES RAILWAYS CURVES LONDON PICCADILLY LINE HOUNSLOW WEST HEATHROW CENT. UK Corrigendum Proc. Insrn Ciu. Engrs, Part 1 , 1976, 60, Nov., p...

... of energy absorbing piles for some marine structures such as dolphins and fenders, the greatest stressesoccurred during installation and asthey were for the most part compressive they were tolerant of weld defects. Splice joints never occurred in the region of highest stress, i.e. just below the hammer...

... STATIONS WESTPHALIA DIVERSION GROUND PICCADILLY LINE CUT AND COVER EXCAVATIONS SECANT EXCAVATORS AIRPORTS ROOFS TUNNELLING LININGS WEDGES MOVEMENT RAILWAYS WORKS CONCRETE PILING SEGMENTS SUBWAYS LIFTS SERVICES RATIOS TOLERANCES LONDON HOUNSLOW WEST HEATHROW CENTRA...

... TOLERANCES PAVEMENTS RIDING QUALITY MIX BYPASSES DEVELOPMENT BARS ALIGNMENT WET FORMED SEALING GROOVES WARPING LEAN CHARACTERISTICS FINISHES FINISHING COMPACTION TRANSVERSE PROFILES COSTS CROMWELL NOTTINGHAMSHIRE UK For discrrssion at an Ordinary Meeting on 7 March, 1967...