Zobrazeno 1 - 9
of 9
pro vyhledávání: '"HG Poulos"'
Publikováno v:
Geotechnical Testing Journal. 19:164
This paper presents the results of a series of displacement-controlled cyclic axial loading tests of model jacked piles in dry calcareous sand. The tests were conducted using a large test facility comprising a test chamber 1.0 m in internal diameter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d2a04872f43fbbb6ec66f2c216a52253
https://doi.org/10.1520/gtj10339j
https://doi.org/10.1520/gtj10339j
Publikováno v:
Geotechnical Testing Journal. 18:350
Many interface and sand-to-sand direct shear tests have been performed with a constant normal stiffness to investigate the effects of interface roughness, normal stiffness, soil relative density, initial normal stress, and cyclic displacement amplitu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f0513de7095f39061af14442e72a771f
https://doi.org/10.1520/gtj11004j
https://doi.org/10.1520/gtj11004j
Publikováno v:
Geotechnical Testing Journal. 16:550
Two series of tests were performed on calcareous and silica sands in different test chamber sizes and with different base conditions to investigate the influence of test chamber boundary conditions on model pile foundation behavior. The first series
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5556efc20f975ff40c2d25318ad669f4
https://doi.org/10.1520/gtj10295j
https://doi.org/10.1520/gtj10295j
Autor:
HG Poulos, HB Harrison
Publikováno v:
Historical Records of Australian Science. 9:270
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2203a944dfb5a272459af811acde5e46
https://doi.org/10.1071/hr9930930270
https://doi.org/10.1071/hr9930930270
Publikováno v:
Geotechnical Testing Journal. 15:138
This paper examines the static and cyclic behavior of different types of carbonate sediments and one type of silica sand under direct shear test conditions. For both static and cyclic loading, the effects of interface surface roughness, overburden pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::643f4d5ec606a6f00df5bb748fbd4a5b
https://doi.org/10.1520/gtj10236j
https://doi.org/10.1520/gtj10236j
Publikováno v:
Geotechnical Testing Journal. 15:388
An uncemented carbonate sand has been subjected to cyclic loading in a modified shearbox apparatus under constant normal load and constant normal stiffness conditions. The behaviour in the tests using a constant normal stiffness shows many similariti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a93fd56c7e7705df15cc8313dca1bb2f
https://doi.org/10.1520/gtj10253j
https://doi.org/10.1520/gtj10253j
Publikováno v:
Geotechnical Testing Journal. 2:121
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::352a7f8d4fa1c0d329bd91ebfa69ab26
https://doi.org/10.1520/gtj10439j
https://doi.org/10.1520/gtj10439j
Publikováno v:
Geotechnical Testing Journal. 1:102
This paper presents results of a series of tests in which undrained and drained strength and deformation parameters are normalized with respect to initial vertical effective strain and related to overconsolidation ratio. The validity of the normaliza
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::78df61c00854fdceadec7cdd96a218b6
https://doi.org/10.1520/gtj10377j
https://doi.org/10.1520/gtj10377j
Publikováno v:
Soil Research. 7:285
An analysis of the one-dimensional consolidation of a saturated column of soil of finite length is presented. This analysis, which is based on the theory of water movement in one-dimensional swelling systems, makes no assumptions of constancy with re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::166ee9eb2eb32d8a51488c2f57912df2
https://doi.org/10.1071/sr9690285
https://doi.org/10.1071/sr9690285