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
.... finite element method in situ testing numerical modelling site investigation stiffness UN SDG 11: sustainable cities and communities The shear wave velocity (Vs) profile of soil is an important parameter in earthquake engineering. It is needed to study site characterisation, site...
Includes: Supplementary data
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2024) 177 (1): 34–49.
Published: 23 May 2022
... 1(c)) and pre-stressed steel wires (see Figure 1(d)) with high flexural stiffness are devised to widen the horizontal spacing of the HS struts (Feng et al., 2017 ; Kim et al., 2004 , 2005 , 2007). In addition, several rows of HS are interconnected to form assembled struts...
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
... behaviour of the ground has been carefully monitored. The major principal strain increments in the ground around these critical excavations, using a very light support, were about 0´2% or smaller. The stiffness for a strain range from about 0´0001% to about 1´0% was evaluated by triaxial compression (TC...
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 © Thomas Telford and ICE 1996 SURREY UNIVERSITY GROUND STIFFNESS PROFILES USE SURFACE WAVES DETERMINATION GEOPHYSICS MEASUREMENT GEOTECHNICS STRAIN BEHAVIOUR SOILS ROCKS SEISMIC VELOCITY TESTS METHODS GENERATION...
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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