... was a linear function of log -re. rz J. Instn Civ. Engrs, vol. 36, p. 534 (Dec. 1951). GRAVITY WELL IN A UNIFORM WATER-BEARING MEDIUM 593 The mean curve for drawdown could be exactly represented by an equation identical to that of Dupuit. When the drawdown in the well was not too severe (that excluded drying...

...N S BOULTON © Thomas Telford and ICE 1951 FLOW PATTERNS GRAVITY WELLS UNIFORM WATER BEARING MEDIA FORMS FREE SURFACES CHARACTERISTICS RELAXATION CALCULATIONS METHODS SAND MODELS ELECTRICAL HYDRAULIC FORMULAE DISCHARGES SURFACES SEEPAGE SHAFTS VELOCITY DISTRIBUTION...

..., the factor of safety also varies and thatit is possible for one member to have twice the factor of safety of another in the same structure-an absurd situation. The Paper is meant to show a more commonsense method of design of load-bearing structures, especially those of reinforced concrete. Whilst the method...

... LOADS PROBABILITY LOADING DESIGN OVERHEAD TRANSMISSION LINES CONDUCTORS LEVELS ECONOMICS EFFICIENCY DEFLECTION CURVES LIVE DEAD BEARING PRESSURE EFFECT STATIC SIZE STRENGTH METALS REINFORCED CONCRETE PUGSLEY ON CONCEPTS OF SAFETY IN STRUCTURALENGINEERINQ 31 38. A. M...

...B G G MANTON; P LUMB © 1951 Thomas Telford Ltd 1951 INFLUENCE PARTICLES SIZE BEARING CAPACITY MECHANICAL STABILISATION SUBGRADE STABILISED SOILS MIXTURES ARTIFICIAL PREPARATION GRADING TESTS CBR CALIFORNIA BEARING RATIOS SATURATED UNSATURATED 206 MANTON AND LUMB...

.... The theoretical aspects of the designs are then discussed, with special reference to their stability against scour under foundation, safe bearing-pressure distribution, scour on the downstream side, and horizontal pressure due to moving water; formulae used in calculations are also noted. Costs of the two...

... GAS ATMOSPHERIC TUNNELS BRIDGES SEWERS EXPOSURE FIRES TREATMENT SURFACES REPAIRS TREATMENT CRACKS PATCHING BONDING BEARING REINFORCED HIGH ALUMINA HAC HIGH ALUMINA SUPERSULPHATED © 1949 Thomas Telford Ltd 1949 248 LEA AND DAVEP ON THE DETERIORATION OF Paper No. 5722. *-f...

...F M LEA; N DAVEY; A C HARTLEY; G L HARGREAVES; J P M PANNELL; H E STRATTON; A L L BAKER; P A SCOTT; B H KNIGHT; C K HASWELL; J D GYWNN; J H THORNTON; C L A COURT; R WARD; C D CROSTHWAITE; J K HUNTER © 1949 Thomas Telford Ltd 1949 DETERIORATION CONCRETE STRUCTURES SULPHATES BEARING...

...G WILSON © Thomas Telford and ICE 1948 RELAXATION METHODS SOLUTIONS PROBLEMS AXIAL SYMMETRIC DISTRIBUTION LOADS SYMMETRICAL ELASTIC MEDIA DISPLACEMENT BOUNDARIES HORIZONTAL CYLINDRICAL STRESS APPLICATIONS BEARING PRESSURE CIRCULAR AREAS RIGID ITS DEVELOPMENT ADD...

...D E PATERSON SOUTH AFRICA AFRICA CAPE TOWN STURROCK TABLE BAY GRAVING DOCKS SITES INVESTIGATIONS SITE INVESTIGATION DREDGING EARTH COFFERDAMS STEEL SHEETPILING TESTS PILES DEWATERING ROCKS EXCAVATIONS BEARING BLASTING EARTHWORKS COSTS ORGANISATION LAYOUT...

...E K BRIDGE © Thomas Telford and ICE 1945 RAILWAYS BRIDGES TEMPORARY REPAIRS RIVERS SPANS DAMAGE TRAFFIC ARRANGEMENT LAYOUT SITES FACILITIES REMOVAL DEBRIS CONSTRUCTION TIMBER PILING STEEL BEARING BRICKS PIERS DECKING PERMANENT WAY TESTING FOOTBRIDGES CONTRACTORS...

.... Correspondence. Mr.W. H. Cadwell observed that the Author hagdiven a very interest- ing and informative review of the problemsconfronting the designer of works sited on very soft alluvial deposits. He felt, however, that the importance of relating the number of piles to the bearing value of the area...

... the load within the bearing capacity of the soil. Normally that would have been done by increasing the size of the screw-blade ratherthanby adding one or two screws tothe cylinder. That would have saved weight and consequently cost in cast-iron, and would have made erection easier. However, the deciding...

...J J BRYAN © Thomas Telford and ICE 1943 CENTRAL PUBLIC WORKS DPT., INDIA METHODS TESTING BEARING CAPACITY SOILS BEARING CAPACITY RUNWAYS AIRCRAFT LOADS DISTRIBUTION TIRES TYRES INDIA STRENGTH OF REINFORCED-CONCRETE BEAMS. 121 over all other methods, whilst...

...H Q GOLDER SOIL MECHANICS FOUNDATIONS PROBLEMS PROPERTIES SOILS MECHANICAL SETTLEMENT SHEAR FAILURES BEARING PRESSURE © Thomas Telford and ICE 1943 BUILDING RESEARCH STATION 276 GOLDOESORNMILECHANICS AND FOUNDATIOPRNOBLEMS. Paper No. 5353. Soil Mechanics...

...G WILSON; H Q GOLDER; E C SMITH CORRESPONDENCE ON CAPACITY OF FOOTINCS ON CLAY. 451 Paper No. 5282. The Calculation of the Bearing Capacity of Footingx on Clay By GUTHLACWILSONS, .M., B.Sc. (Eng M. Inst. C.E. Correspondence. Mr. H. Q. Golder observed thatthePaper represented a valuable addition...

... DAMS DESIGN DRAINAGE RAINFALL BEARING CAPACITY FOOTINGS FAILURES AEROPLANES STABILITY SUBGRADE GEOLOGY INVESTIGATIONS CORRESPONDENCE ON PAPERSPUBLISHEDIN MABCH 1942 JOURNAL Paper No. 5292. SoilMechanics and Site Exploration. t By LEONARDFRANKCOOLINGM, .Sc. Paper No. 6297...

...H Q GOLDER; J W HUNTER; A W SKEMPTON © Thomas Telford and ICE 1942 BEARING PRESSURE RECTANGULAR FOOTINGS SOIL MECHANICS CLAYS CAPACITY 458 CORRESPONDENCE ON THE EMERSON BARRAGE. had amasking effect on the block-well cut-off, showing that repeated cut-offs in close proximity...

...A H D MARKWICK © Thomas Telford and ICE 1942 ROAD RESEARCH LABORATORY RRL SOIL MECHANICS ROADS AERODROMES CONSTRUCTION SOILS GEOLOGY CLASSIFICATION TESTS SURVEYS LOADING BEARING CAPACITY AEROPLANES BEARING CAPACITY TIRES TYRES PRESSURE RUNWAYS DRAINAGE COMPACTION...

...H Q GOLDER; W FELLENIUS; F KOGLER; H MEISCHEIDER; H KREY; L PRANDTL © Thomas Telford and ICE 1941 BEARING PRESSURE RECTANGULAR FOOTINGS TESTS SAND LOADING LENGTH CAPACITY CLAYS BIBLIOGRAPHY FOUNDATIONS DESIGN SAFETY SHEAR FAILURES SURFACE STRENGTH VARIATIONS ANGLES...