.... 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...

...W T MARSHALL 194 MARSHALL ON THE LATERAL STABILITY OF For Vierendeel girders fixed at one end (Fig. 2), the method of successive approximations is started from the last equation. Ha in each equation is assumed to be equal to Hb in the first approximation, and afterward corrected in the successive...

...D H LITTLE; A L L BAKER; J H JELLETT; J OWEN LAKE; J O LAKE; F B PICKLES; W J H RENNIE; H RIDEHALGH © Thomas Telford and ICE 1947 DOLPHINS DESIGN FENDERS SUSPENDED PILES STRESS STABILITY JETTIES HARBOURS VESSELS SHIPS IMPACT BERTHING 452 CORRESPONDENCE ON SOME DOLPHIN...

... be predicted from the model results that through the years periods of rapidsand deposition would be found to alternate withperiods of stability or of beach erosion, quite independently of short-term weather conditions. Curiously enough, thereappeared to be no long-termbuilding-up of the beach to accommodate...

..., the safety margin above unity was so near the mark as to threaten the equilibrium of the designer, if not of his works, and the impression was given that the stability of earthworks and river banks was, in the words attributed to the Duke of Wellington concerning the battle of Waterloo, " a damned near thing...

...A W SKEMPTON EAU BRINK CUT KINGS LYNN NORFOLK RIVER OUSE GREAT OUSE UK BUILDING RESEARCH STATION RIVER GREAT OUSE CATCHMENT BOARD BRS SLIPS BANKS STABILITY RIVERS RELIABILITY METHODS SLOPES GEOLOGY ENGINEERING EROSION SHEAR STRENGTH CLAYS SILT DISCUSSION...

.... 320 INGLIS ON MECHANICAL VIBRATIONS : Figs. 6. NORMAMLODESAND NATURAFLREQUENCFIOERSA BEAMOF UNIFORMSECTION. FREQUENCTHYE CRITERION OF STABILITY. The natural frequency of a structure is the best criterion of its stability. Thusashipwith a short period of roll, unsettling though it may...

...A BAILEY; N D G VINCENT; P G BOWIE; A M HAMILTON © Thomas Telford and ICE 1944 WIND PRESSURE BUILDINGS ADJACENT STABILITY STRUCTURES DESIGN VELOCITY SUCTION SNOW INTENSITY EXPERIMENTS CORRESPONDENCOEN WIND-FEESSURE ON BUILDINGS, INCLUDING EFFECTS OF ADJACENT BUILDINGS. 1d...

...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...

...E C SMITH; A H A HOGG; C R J WOOD © Thomas Telford and ICE 1942 SOIL MECHANICS SAFETY CLAYS BANKS SAFETY EARTHWORKS STABILITY PRESSURE INTENSITY 558 CORRESPONDENCE ON SOIL MECHANICS : Paper No. 5300. Soil Mechanics : The Factor of Safety of Clay Banks By ERNESCTECIL SMITH...

...F F HAIGH; C H HUTTON © Thomas Telford and ICE 1942 CENTRAL HYDRAULIC LABORATORY, LAHORE BARRAGES SAND FOUNDATIONS DESIGN WEIRS PRESSURE STABILITY SHEETPILING EMERSON NARORA INDIA ASIA CORRESPONDENCE ON THEEMERSONBARRAGE. 455 CORRESPONDENCE...

... 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...

... CONSTRUCTION RECOGNITION SOILS MECHANICAL PROPERTIES TESTS ANALYSIS COLLECTION DATA CLASSIFICATION DRAINAGE COMPACTION SURVEYS GEOLOGY AERODROMES STABILITY EXCAVATIONS BORING CLAYS I~TSCUSSION ON SOITM, EC HANTCS. 155 ORDINARY MEETING., 10 February 1942. Professor CHARLES EDWARD INGLIS...

...J ALLEN JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS. No. 5. 1941-42. MARCH 1942. Paper No. 5288. An Investigation of the Stability of Bed Materials in a Stream of Water. t By JACK ALLEN,D.Sc., Assoc. M. Inst., C.E. TABLE OF CONTENTS. .. ..Notation Introduction . . . . . . Theoretical discussion...

... of exploration . . . . . . . . . . . . . . . . . 42 The examination of soil samples . . . . . . . . . . . . . . 46 Application to practical stability problems . . . . . . . . . . . 50 Acknowledgements . . . . . . . . . . . . . . . . . . 61 INTRODUCTION. To the civil engineer there are few problems more likely...

...K TERZAGHI © Thomas Telford and ICE 1939 JAMES FORREST LECTURE SOIL MECHANICS ENGINEERING SCIENCE PRESSURE EARTH LATERAL SUPPORTS STABILITY SLOPES FAILURES DAMS PIPING CONSOLIDATION CLAYS FOOTINGS SETTLEMENT RAFTS FOUNDATIONS PILES SAMPLING TESTING PROPERTIES DAMAGE...

... LABOUR MORTALITY THRUST EMBANKMENTS JUNCTIONS WATERTIGHT SEEPAGE ROCKS MOVEMENT RESERVOIRS WATER SUPPLY ISLANDS STRESS STRUCTURES HOMOGENEOUS FISSURES DEFLECTION CURVES STEEL SHUTTERING PRESSURE PANELS BOLTS MATERIALS GRANITE CATCHMENTS DETERIORATION STABILITY RAINFALL...

...S J ELLIS © Thomas Telford and ICE 1938 TOTAL HEAT ENTROPY DIAGRAMS DIPHENYL CHARACTERISTICS EFFICIENCY ENGINES STEAM USE STABILITY FLUIDS THERMODYNAMICS BINARY PRESSURE SATURATION TEMPERATURE ELLIS ON THE TOTAL-HEAT-ENTROPY DIAGRAM FOR DIPHENYL. 227 Paper No. 5143...

...A H TOMS © Thomas Telford and ICE 1938 EXPERIMENTS STABILITY SELF ANCHORED SUSPENSION BRIDGES APPARATUS PROCEDURE INSTRUMENTATION METHODS ANCHORAGES TOMS ON STABILITY OF THE SELF-ANCHOREDSUSPENSION-BRIDGE. 91 Paper No. 5166. Experiments on theStability of the Self-Anchored...

... to the colloidal character of clay, and to theimpairment of its stability if the normal water-content were exceeded. An important point about the drainage-manholes shown in Fig. 1 (p. 463)was that such manholes were often covered with enormous slabs of natural or artificial stone which required several men to lift...