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Keywords: STIFFNESS
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Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2024) 177 (6): 702–716.
Published: 02 December 2024
...Anthony S. O'Brien, MSc, DIC, FREng, FICE; Xinjin Ho, MEng; Ringo Tan, MEng, PhD Limit state design codes such as Eurocode 7 require good estimates of displacement to be made for serviceability checks. It is known that the stiffness of overconsolidated soils and weak rocks is highly non-linear...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2025) 178 (4): 419–431.
Published: 15 October 2024
...) high impedance contrasts; (b) inversely dispersive with soft layer entrapped having (i) low and (ii) high impedance contrasts; (c) inversely dispersive with stiff layer entrapped having (i) low and (ii) high impedance contrasts; (d) Vs profile with higher number of layers having (i...
Includes: Supplementary data
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2024) 177 (1): 34–49.
Published: 23 May 2022
...: All rights reserved 2022 excavation H-shaped steel in situ testing stiffness strut For civil engineering construction projects, an earth retention system is needed so that soil can be excavated to the required depth. The commonly used excavation bracing systems include vertical...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1998) 131 (3): 141–145.
Published: 01 July 1998
... STIFFNESS MODELLING BRICKWORK CARRYING CAPACITY RESEARCH EXPERIMENTS COLLAPSE GEOTECHNICS Centrifuge testing of model masonry arch bridges M. C. R. Davies, BSc(Eng), AKC, MPhil, PhD, CEng, MICE, FGS, T. G. Hughes, BSc, MSc, PhD, CEng, MICE and P. R. Taunton, BSc, MSc, CEng, MICE, MIQA, FGS Proc...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1998) 131 (1): 12–22.
Published: 01 January 1998
... 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...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (4): 206–223.
Published: 01 October 1997
... 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...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (2): 109–125.
Published: 01 April 1997
...D M POTTS; T I ADDENBROOKE © Thomas Telford and ICE 1997 IMPERIAL COLLEGE GROUND MOVEMENT TUNNELLING INDUCED STRUCTURES TUNNELS BUILDINGS INFLUENCE STUDIES PARAMETRIC BENDING AXIAL STIFFNESS INTERACTION DAMAGE PARAMETERS DEFLECTION RATIOS STRAIN WIDTH SOILS...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (2): 97–108.
Published: 01 April 1997
... 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...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1996) 119 (2): 84–95.
Published: 01 April 1996
...M C MATTHEWS; V S HOPE; C R I CLAYTON; RAYLEIGH GROUND STIFFNESS PROFILES material is brought to failure. Weak rocks display a more linear stress-strain behaviour and hence the loss of stiffness with increasing strain is much less than for most soils. 3. Themeasurement of stiffness using seismic...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1995) 113 (3): 166–181.
Published: 01 July 1995
... CUT AND COVER TUNNELS MODIFIED FOUNDATIONS MODULUS RATIOS STIFFNESS THICKNESS LOADING DESIGN CHARTS LINEAR DIMENSIONS LONG MODELS LOADS VARIABLES SPRING MBEF Proc. Instn Civ. EnRrs Geotech. Engn8, 1995,119, July, 166-181 Ground Board Estimating the coefficient of subgrade...

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