... the driving torque and the bearing capacity of the pile, and the formulation of design rules. Two important factors, the first of which does not appear to have been appreciated previously, emerge from this investigation: they are that the value of the coefficient of earth-pressure at rest is a critical...

... STRENGTH METHODS CALCULATIONS LOADS STRATA THEORY PLASTICITY ESTIMATES CARRYING CAPACITY COEFFICIENTS EARTH PRESSURE AT REST FRICTION SOILS SILT RANGOON BURMA MYANMAR ASIA 74 DISCUSSION ON THE BEARCIANPGACITY OF Discussion The Author, introducing the Paper, used a series...

...R G ROBERTSON; V A MURPHY; LAUGHARNE THORNTON; D L THORNTON; J B WILSON © Thomas Telford and ICE 1948 QUETTA INDIA PAKISTAN ASIA EARTHQUAKES RESISTANT STRUCTURES SEISMIC FACTORS USE REINFORCED BRICKWORK RECONSTRUCTION SHOCKS EARTH MOTION ACCELERATION WAVES...

...F R MELVILLE; RLG HETHERINGTON © Thomas Telford and ICE 1948 WATER SUPPLY COUNTRIES DEVELOPING TOWNS DAMS EARTH RESERVOIRS CONCRETE CORES WALLS EMBANKMENTS TUNNELS WEIRS CHANNELS CATCHMENTS COAGULATION BASINS PIPELINES COUPLINGS CULVERTS JOINTS VALVES TESTS COSTS...

...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...

...S PACKSHAW; R V ALLIN; H Q GOLDER; A L BELL; F L KASSEL; D H LITTLE © Thomas Telford and ICE 1946 EARTH PRESSURE RESISTANCE FORMULAE COHESION FRICTION TENSION CRACKS WALLS COHESIVE SOILS 628 CORRESPONDENCE ON EARTH PRESSURE AND EARTH RESISTANCE. CORRESPONDENCE...

...S PACKSHAW JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS No. 4. 1945-46 FEBRUARY 1946 Paper No. 5497. U Earth Pressure and Earth Resistance. &Y SAVILEPACKSHABW.S,c.(Eng M. Inst. C . 8 . (Ordmed by the Council to be published with mitten discussion TABLE OF CONTENTS. Notation...

...D H LITTLE; E J EVANS; A L HARVEY; R G KEEVILL; J W LOWDON; D E ROBERTS © Thomas Telford and ICE 1945 STRESS DOCKS CALCULATIONS LOADING CONDITIONS WALLS METHODS SOILS EARTH PRESSURE 406 CORRESPONDENCE ON STRESSES IN DOCKS. Paper No. 5421. (I Stresses in Docks By DONALHDAYISH...

... homogeneous, elastic earth masses exist wherein the stress-propagation in all directions obeys the same laws. In these circumstances it appears advisable to make certain,assumptions and to try todetermine two limiting values of a given stress such that the true value lies somewhere between them...

...L F COOLING; H Q GOLDER; W J E BINNIE; J DAVIDSON; J L MATHESON; T A MIDDLEBROOKS; M G SPEEDIE; K TERZAGHI; R C S WALTERS; L RENDULIC; D P KRYNINE; T T KNAPPEN © Thomas Telford and ICE 1943 ANALYSIS FAILURES EARTH DAMS CONSTRUCTION SHEAR STRENGTH FORMULAE SAFETY EMBANKMENTS...

...G L GROVES ILFORD TUBE UK TUNNELS LININGS REINFORCED CONCRETE MATERIALS BRICKWORK TIMBER MASONRY CONCRETE STRUCTURAL STEEL CAST IRON REINFORCED DESIGN MANUFACTURE RESISTANCE EARTH PRESSURE GROVES ONLITNUINGNSE.L 29 The following Paper was submitted...

...P CLAXTON © Thomas Telford and ICE 1943 INFLUENCE SILT RIVERS BEHAVIOUR LOADS EROSION BANKS GROYNES CREEKS STREAMS EARTH SAND EROSION INDUS RIVER PAKISTAN CLAXTON ON INFLUENCE OF SILT ON RIVER BEHAVIOUR. 183 Paper No. 5319. Influence of Silt on River Behaviour...

...L F COOLING; H Q GOLDER © Thomas Telford and ICE 1942 ANALYSIS FAILURES EARTH DAMS CONSTRUCTION STABILITY METHODS SWEDISH COHESIVE SOILS FRICTION BANKS PUDDLE CORES SAMPLING WEIGHT SHEAR STRENGTH WATER CONTENT EARTHWORKS SITES PLASTIC LIMITS 38 COOLING AND GOLDER...

...INSTITUTION RESEARCH COMMITTEE; COMMITTEE ON EARTH PRESSURES: EXPERIMENTS PANEL; BUILDING RESEARCH STATION © Thomas Telford and ICE 1940 INSTITUTION RESEARCH COMMITTEE COMMITTEE ON EARTH PRESSURES EXPERIMENTS PANEL BUILDING RESEARCH STATION ENGINEERING RESEARCH COMMITTEES EARTH...

... with a theoretical insight intothe mechanics of what happens in the field. Thesubjects we shall cover arethe pressure of earth on lateral supports, thestability of slopes, the safety of dams and weirs with respect t o the danger of piping, and the performance of foundationswith and without piles. In dealing...

...C W BROWN; C L H HUMPHREYS WATER SUPPLY WATERWORKS DESIGN CONSTRUCTION TROPICS POPULATION EVAPORATION COSTS PLANT PUMPING TREATMENT FUEL DAMS CONCRETE EARTH RIVERS RESERVOIRS IMPOUNDING FILTRATION PURIFICATION DISTRIBUTION SYSTEMS LABOUR COLONIES COUNTRIES DEVELOPING...

...J ALLEN WATER FLOW RESISTANCE RIVERS CHANNELS BENDS ENERGY FRICTION BEDS BANKS CURVATURE MODELS ORIFICES CALIBRATION DISCHARGES GAUGES MEASUREMENT WEIRS HYDRAULIC DEPTH VELOCITY EARTH CALCULATIONS ROUGHNESS CURVES OPEN TESTS TESTING PIPES CYLINDRICAL STREAMS...

...S B AHMED © Thomas Telford and ICE 1938 THEORY EARTH PRESSURE APPLIED RETAINING WALLS FILL DESIGN COHESION APPLICATIONS AHMED ONTHAEORY OF EARTH-PRESSURES. 365 Paper No. 5147. A Theory of Earth-Pressuresas Applied t o Retaining Walls. By SHEIKHBASHEERAHMED,M.Sc.,Assoc. M...

...T H SEATON; WENTWORTH SHEILDS; R E STRADLING; G ELLSON; H BERRIDGE; H CHATLEY; R CARPMAEL; J HILL; G P MANNING; A B SEARLE; E G WALKER © Thomas Telford and ICE 1938 ENGINEERING PROBLEMS CLAYS SLIPS EMBANKMENTS CUTTINGS CLIFFS EROSION COASTS SLIPPING STABILITY EARTH...

...L F COOLING © Thomas Telford and ICE 1936 INSTITUTION RESEARCH COMMITTEE SUB COMMITTEE ON EARTH PRESSURES SUBCOMEARPRE INTERNATIONAL CONFERENC ENGINEERING RESEARCH EARTH PRESSURE CONFERENCES SOIL MECHANICS FOUNDATIONS SOILS SETTLEMENT STABILITY SLOPES PILES SOIL...