Zobrazeno 1 - 10
of 10
pro vyhledávání: '"C. M. Gerrard"'
Autor:
B. R. Gearey, S. West, D.J. Charman, C. M. Gerrard, S. M. Youngs, David Williams, Alan Vince, T. E. McNeill, M. Pringle, David Stocker, Linda Babb, Michael J. Allen, P. B. Pettitt
Publikováno v:
Medieval Archaeology. 41:195-240
Autor:
C. M. Gerrard, M. H. Karazincir
Publikováno v:
68th EAGE Conference and Exhibition incorporating SPE EUROPEC 2006.
Reverse time pre-stack depth migration (RTPSDM), which uses the two-way acoustic wave equation, is not a new concept. Conventionally the method has been very computationally intensive and, therefore, has been considered impractical for production 3D
Autor:
C M Gerrard
Publikováno v:
Applied Mathematical Modelling. 6:262-272
Solutions are presented for the full range of load types applied to circular areas located with a cross anisotropic elastic half space. For the half space, the bounding plane is parallel both the located area and to the plane of isotropy in the mater
Autor:
C M Gerrard, L.J. Wardle
Publikováno v:
Applied Mathematical Modelling. 6:273-284
Solutions are presented for the full range of load types applied to strip areas within an orthorhombic half space. The loaded areas are parallel to the boundary plane. Loads applied within a full space or on the surface of a half space can be conside
Publikováno v:
Journal of the Soil Mechanics and Foundations Division. 95:379-383
MR. BOLOGNESI DISCUSSES HIS EXPERIENCE WITH K CONSTANT TESTS ON FINE DENSE SANDS FOR K VALUES RANGING FROM K = 1 TO K VALUES IN ACCORDANCE WITH JANBU'S PROPOSAL. WHEN A FAMILY OF K CONSTANT CURVES HAS BEEN OBTAINED MANY PROBLEMS CAN BE SOLVED WITHOUT
Autor:
J. R. Morgan, C. M. Gerrard
Publikováno v:
Géotechnique. 22:635-661
Increasing attention has been recently placed on the behaviour of soils under working load conditions, although very few comprehensive sets of experimental data are available. In this work, model tests were conducted by applying a circular load of un
Autor:
C M Gerrard, L. J. Wardle
Publikováno v:
Rock Mechanics Felsmechanik Mécanique des Roches. 4:155-175
The cross-anisotropic elastic material “equivalent” to stratified rock or soil is examined, assuming the individual strata to be isotropic. It is shown that there are restrictions on the ranges of permissible variation of some of the five charact
Autor:
C M Gerrard, L.J. Wardle
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 11:A177
Autor:
C M Gerrard, L.J. Wardle
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 11:A177
THIS PAPER PRESENTS SOLUTIONS TO THE FULL RANGE OF LOAD TYPES APPLIED TO STRIP AREAS ON AN ORTHORHOMBIC ELASTIC HALF SPACE. LINE LOADS ARE CONSIDERED AS A SPECIAL CASE. THE SIX LOAD TYPES TREATED ARE: (A) LATERAL FORCE, (B) LONGITUDINAL FORCE, (C) VE
Autor:
C M Gerrard, L.J. Wardle
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 18:1
This paper presents solutions to the full range of load types applied to strip areas within orthorhombic elastic media. The six load types considered are: lateral force, longitudinal force, vertical force, opposing lateral shear stresses, moment abou