... Emerald Publishing Limited: All rights reserved 2022 coefficient of restitution crack width geotextile roofing felt natural grass roots pitch strength Cricket is a popular game in the Commonwealth of Nations. The earliest reference to cricket can be traced back to the mid-sixteenth...

... long-term strength. There is however limited quantitative data to support this view. Laboratory testing of concrete cubes cured in various hydrocarbon compounds has been undertaken. The results indicate that hydrocarbons do reduce the long-term strength gain of concrete by up to 25%. This can...

... in end-bearing in all three compression tests. The last compression test on the pile, which was carried out when all of the excess pore pressure set up by driving had dissipated, indicated an apparent Nc value of over 50 when applied to the in situ undrained shear strength of the boulder clay prior...

...J HEYMAN; C A COULOMB © Thomas Telford and ICE 1998 CAMBRIDGE UNIVERSITY SOILS THRUST ANALYSIS WALLS RETAINING SOIL MECHANICS MATERIALS COHESION FRICTION PHYSICAL PARAMETERS DESIGN RULES STATICS BEAMS STRENGTH ANGLES FRACTURE COLUMNS COHESIONLESS Coulomb's...

... as functions of the relative stiffness, inertia and strength of the wall, back®ll and foundation. (b) The nature of the hydrodynamic pressures Paper 11312 Written discussion closes 1 May 1998 Manuscript received 6 November 1996; revised manuscript accepted 30 May 1997 R. S. Steedman, Gibb Ltd, Reading SEISMIC...

... STRENGTH INERTIA FORCES HYDRODYNAMICS WATER PRESSURE DRIVEN HOLLOW STEEL SOIL NAILING NAILS NAILING GEOTECHNICS RESPONSES VERIFICATION BEARING CAPACITY FINITE ELEMENTS MODELS STEP BY STEP INTEGRATION PROFILES ANALYSIS NON LINEAR RION ANTIRION PATRAS GREECE EUROPE...

... GRAVEL CONTAMINANTS POLLUTANTS CEMENT PROPERTIES STRENGTH DURABILITY PERMEABILITY COMPRESSIBILITY LEACHATE PFA PULVERISED ASH FUEL FUEL ASH LIME RATIOS CHEMICAL WORKS DESIGN MATERIALS TESTS WEST DRAYTON MIDDLESEX LONDON ENGLAND UK Pilot in situ auger mixing...

... soft ground often require the use of reinforcement to produce an economic design whilst ensuring stability during construction. The amount of reinforcement is dependent on the geometr y of the embankment and the strength characteristics of both the embankment and the subsoil. Limit equilibrium methods...

... GROUND BEHAVIOUR MONITORING STRAIN TESTS DEFORMATION TRIAXIAL COMPRESSION ELASTIC YOUNGS MODULUS STIFFNESS SIMULATION STRENGTH DEPOSITS GEOLOGY SEISMIC SURVEYS UNCONFINED ULTRASONIC THICK PRESSUREMETERS OEDOMETERS INSTRUMENTS INSTRUMENTATION ANISOTROPY SAGAMIHARA JAPAN...

...R J BRIDLE; M C R DAVIES; CRESOL © Thomas Telford and ICE 1997 WALES UNIVERSITY CARDIFF SOIL NAILING SOILS NAILING NAILS TENSION SHEAR ANALYSIS EXPERIMENTS ASSESSMENT BOX TESTS INTERACTION PREDICTION STRENGTH REINFORCEMENT PLASTIC HINGES SLIP SURFACE COMPUTERS...

... PROGRESSIVE EFFECT IN SITU BEHAVIOUR SOILS SEABED STRENGTH STRESS STRAIN MODELS STRATIGRAPHY PILES CAPACITY STRUCTURES INTERACTION EKOFISK NORTH SEA Geotechnical aspects of subsidence related to the foundation design of Eko®sk platforms Proc. Instn Civ. Engrs Geotech. Engng, 1997, 125...

...E N BROMHEAD © Thomas Telford and ICE 1997 KINGSTON UNIVERSITY LANDSLIDES TREATMENT SLOPES INSTABILITY STABILISATION GEOHAZARDS HAZARDS UNSTABLE SLIDES MASS CONTROL MOVEMENT GEOMETRY IMPROVEMENT SOILS STRENGTH RESISTANCE WORKS REMEDIAL The treatment of landslides...

... and settlements of shallow and piled foundations, and the capacities of horizontally loaded piles and ground anchors. Pressuremeter test curves can be interpreted using a consistent framework to produce realistic values of in situ stress, stiffness and strength. Secant moduli and non-linear stiffness pro les...

... IN FULL DISPLACEMENT SHEAR MODULUS ELASTICITY LOADING STRAIN THEORY CONDITIONS EXPANSION CAVITY CLAYS SAND ROCKS DRAINED UNDRAINED SOILS SOIL PROPERTIES PROBES STRENGTH MENARD ANGLES SHEARING RESISTANCE PRESSUREMETER TESTING PART I1 tion of settlement from penetrometer tests...

... STRENGTH INTERFACIAL MEASURED CHARACTERISTICS RAIN RAINFALL FLOODS OVERTOPPING WATER MUD SAFETY BAFOKENG ARCTURUS SAAIPLAAS MERRIESPRUIT AFRICA ZIMBABWE SOUTH AFRICA RHODESIA t1350 BLIGHT Section BB \ Section B'B' \ O2: - Averaae unfailed slope I 23" betweens!be Slope 8...

... to represent the state of material in the ground, existing in such a way as it governs the occurrence of the limit states. An example would be to modify shear strength to account for scale effects in fissured clay. For ultimate limit states, design values are intended to be extremely unfavourable, and unlikely...

...A B FOURIE SLOPES INSTABILITY RAINFALL INDUCED PREDICTION FAILURES SHALLOW WATER INFILTRATION STEEP RESIDUAL SOILS RAIN MECHANISMS IN SITU SUCTION INGRESS WETTING SHEAR STRENGTH STABILITY TECHNIQUES METHODS EVENTS INTENSITY DURATION RETURN PERIODS CRITICAL DEPTH...

...D C SHOHET © Thomas Telford and ICE 1995 OSCAR FABER SOILS CLAYS PREDICTION IN SITU HORIZONTAL STRESS MEASUREMENT UNDRAINED SHEAR STRENGTH PLASTICITY INDEX VERTICAL EFFECTIVE EMPIRICAL RELATIONSHIPS SITES DATA LABORATORIES LONDON CLAY GAULT CLAY GAULT EROSION...

... GEOTECHNICS DESIGN STRUCTURAL SYSTEMS TEMPORARY PROPPING BEHAVIOUR PROPS SITES SUPPORTS SOILS STRENGTH TEMPERATURE EFFECT WALLS SAFETY PILES PILING DIAPHRAGM MOORGATE KINGS STREET CHINGFORD LONDON UK Loads onstruts in excavations Introducers M. Stroud, MA(Cantab),PhD, MICE...

... PERMEABILITY TESTS MULTIVARIATE REGRESSION LIQUIDS TENSILE COMBINED DIFFUSION CONVECTION SORPTION MECHANICS MECHANICAL BEHAVIOUR STRENGTH DEFORMATION MUNICIPAL UNIAXIAL COMPRESSION Geotechnical aspectsof landfill design and construction. Part 2: material parameters and test methods H...