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1-4 of 4
Keywords: MODULUS
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Journal Articles
PRESSUREMETER TESTING IN WEAK ROCK AND CEMENTED SAND.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (3): 168–178.
Published: 01 July 1997
...eld or laboratory test results. Notation c cohesion E Young's modulus G shear modulus G0 initial shear modulus Gur unload-reload shear modulus K0 coef®cient of earth pressure at rest p probe pressure pc probe pressure at crack initiation pf probe pressure at ®rst yield p0 in situ horizontal stress qu...
Journal Articles
PRESSUREMETER TESTING IN GROUND INVESTIGATION. PART III - APPLICATIONS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (2): 97–108.
Published: 01 April 1997
... tests since neither modulus represents the global stiffness mobilized beneath a foundation. In practice, triaxial and pressuremeter test results are used to predict deformation with success. There is evidence4,5 that the effects of mobilized vertical and horizontal stiffnesses are similar even...
Journal Articles
PRESSUREMETER TESTING IN GROUND INVESTIGATION. PART II - INTERPRETATION.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (1): 42–52.
Published: 01 January 1997
... 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...
Journal Articles
ESTIMATING THE COEFFICIENT OF SUBGRADE REACTION FOR PLANE STRAIN CONDITIONS.
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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...
