...J M ROTTER; J U OOI; G MATHIESON; M J BLACKLER; G E BLIGHT © Thomas Telford and ICE 1991 DEFECTS METHODS ESTIMATING DESIGN LOADING SILOS STRESS PRESSURE STRAIN MEASUREMENT ARCHING WALLS FRICTION HOPPERS TEMPERATURE SURCHARGE LOADS SOLIDS CIRCUMFERENTIAL VARIATIONS...

...G E BLIGHT © Thomas Telford and ICE 1990 WITWATERSRAND UNIVERSITY DEFECTS METHODS ESTIMATING DESIGN CODES PRACTICE LOADS ASSESSMENT ARCHING FILL PRESSURE NON UNIFORM RADIAL TEMPERATURE SURCHARGE ESTIMATES PATH STRESS CALCULATIONS STEEL ENVELOPES HOPPERS...

... RECORDS RAIN SURCHARGE STORMS CAPITAL MAINTENANCE OPERATION SITES REGIMES INITIAL METHODS POLLUTION TOXICITY RESEARCH WATER AUTHORITIES BRISTOL WESSEX UK Pror. Instn Ciu. Engrs, Part 1, 1983,74, Nov., 997-1006 TECHNICAL NOTE 380 Use of polymer additives to relieve overloaded...

...NA ZAGHLOUL; DORSCH © Thomas Telford and ICE 1977 JAMES F MCLAREN ONTARIO EVALUATION MODELS INLETS SURCHARGE THEORY METHODS STORMS TRANSPORT STORMWATER ANALYSIS HYDROGRAPHS CONDITIONS MANAGEMENT TESTS WATER ROUTINES ROUTING RUNOFF NO SURCHARGE MEASUREMENT VOLUME...

... m3. Earthmoving was carried out with a fleet of scrapers and ancillary equipment, while swamps under pavements were excavated by draglines loading into trucks. Excavations were backfilled with material of low compressibility, and controlled settlement was carried out using earth surcharge...

... III 1000 2000 4000 10030 Settlement wediction without surcharae Settlement prediction with surcharge/ II I II I F 0 20 40 100 200 400 1000 2003 4000 1c X) Elapsed time: days Fig. 6. Datchet ;recorded settlement compared with thecalculated relations between settlement and time both with and without...

... ROADS EXPERIMENTS STATIC CERAMICS SURCHARGE BEHAVIOUR IMPACT BURIED LOADS VEHICLES HB LOADS BACKFILLING SEWERS TESTS PILOT FAILURES CONCRETE STRENGTH Report of a joint meeting with the Institution of Municipal Engineers 23 January, 1967 Structural behaviour of sewer pipes Impact...

... WALLS THICKNESS BEDDING FACTORS SURCHARGE SETTLEMENT RATIOS For written discussion* Paper No. 6941 THE LOADS IMPOSED ON CONDUITS LAIDUNDER EMBANKMENTS OR VALLEY FILLS by Noel William Bailey Clarke, M.Eng., M.I.C.E., A.M.I.W.E. SYNOPSIS The methods of estimatingloads imposed on buried...

...N W B CLARKE; A G I SHAYO © Thomas Telford and ICE 1964 JP & DM WATSON WIDE TRENCHES CONDITIONS EFFECT LOADS RIGID UNDERGROUND CONDUITS TRANSITION DEPTH UNIFORM SURCHARGE Discussion on Paper No. 6688* The wide trench condition and its effect on the loads imposed...

... and uniform surcharge loads given in a previous paper1 are not applicable, since some or all the frictional forces in the fill are reversed. This is known as the wide trench condition. Under this condition the fill and uniform surcharge loads are independent of trench width and thefill load reaches...

... the form of correction factors for the conversion of the non-uniform loads to equivalent uniformly distributed loads. Their use enables the same bedding factor as that adopted for the fill load to be used for concentrated surcharge loads. Graphs of these values for the usual classes of bedding are given...