Zobrazeno 1 - 10
of 25
pro vyhledávání: '"G. C. Sills"'
Autor:
G. C. Sills, C. C. Hird
Publikováno v:
Géotechnique. 55:597-602
Pore pressure dissipation tests were carried out employing two miniature piezocones, with areas of 1 cm2 and 5 cm2, in a bed of reconstituted kaolin. By using independently determined values of the coefficient of consolidation, the results were inter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::72cd92a454db836f6cafcb59094d184d
https://doi.org/10.1680/geot.2005.55.8.597
https://doi.org/10.1680/geot.2005.55.8.597
Autor:
R. Gonzalez, G. C. Sills
Publikováno v:
Géotechnique. 51:629-639
Biogenic gas is produced and contained in fine-grained soils in environments such as river estuaries and landfill sites. Planning dredging operations or predicting the volume capacity of a landfill requires information about the amount of gas that ca
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91cc8c06752b69fbeae24e5f4781e11a
https://doi.org/10.1680/geot.2001.51.7.629
https://doi.org/10.1680/geot.2001.51.7.629
Publikováno v:
Canadian Geotechnical Journal. 37:1227-1240
In the Netherlands large quantities of polluted mud must be stored in large-scale disposal sites. The storage capacity of these sites and the outflow of contaminated pore water can be predicted by means of one-dimensional finite strain theory. By mak
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::01dc11c9fef4ffb0c3f023712296a25e
https://doi.org/10.1139/t00-055
https://doi.org/10.1139/t00-055
Autor:
N. C. Consoli, G. C. Sills
Publikováno v:
Géotechnique. 50:25-33
The extraction and processing of most mineral ores results in the generation of large volumes of fine-grained residue or tailings. The safe disposal of such material, which generally exhibits slow rates of sedimentation and consolidation, is of prime
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d723a0a35824ae4668eeddc62fa9dcb5
https://doi.org/10.1680/geot.2000.50.1.25
https://doi.org/10.1680/geot.2000.50.1.25
Publikováno v:
Géotechnique. 47:901-914
When a piezocone is driven into the ground, pore water pressures are set up as a result of the stress changes. The dissipation of these pore pressures occurs in the subsequent con-solidation process in a manner dependent on the initial stress distrib
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::16cc77e91bcd2ca87f5c80374cbf28e2
https://doi.org/10.1680/geot.1997.47.5.901
https://doi.org/10.1680/geot.1997.47.5.901
Publikováno v:
Canadian Geotechnical Journal. 34:315-327
The aim of this paper is to report data from piezocone dissipation tests in order to evaluate current theoretical interpretation methods for the determination of consolidation parameters. Three independent sets of data are examined from both field an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c7d3c6e769b4b1f75b0cd1a3c7a324e1
https://doi.org/10.1139/t96-112
https://doi.org/10.1139/t96-112
Publikováno v:
Géotechnique. 44:101-109
This Paper presents observations of the development of A',,, the coefficient of lateral earth pressure at rest, in a soft kaolin undergoing one-dimensional consolidation up to 150 kPa. A consolidometer with flush diaphragm transducers was linked to a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1be0520bcc41a833713063b6110e1b9e
https://doi.org/10.1680/geot.1994.44.1.101
https://doi.org/10.1680/geot.1994.44.1.101
Autor:
G. C. Sills, Simon J. Wheeler
Publikováno v:
Continental Shelf Research. 12:1239-1250
The purpose of this paper is to present an overview of the physical behaviour of a seabed containing undissolved gas in the light of laboratory simulations undertaken at Oxford, Belfast and Sheffield Universities. This physical behaviour is significa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b21cf3ef78101cc85333f43b5ec1a1c1
https://doi.org/10.1016/0278-4343(92)90083-v
https://doi.org/10.1016/0278-4343(92)90083-v
Publikováno v:
Géotechnique. 42:241-256
The one-dimensional consolidation behaviour of Bothkennar clay has been examined by testing high quality intact and reconstituted specimens recovered using the Laval sampler. The collaborative test programme consisted of incremental load, constant ra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b4e077cc565bd9d07c50d505b38e77cc
https://doi.org/10.1680/geot.1992.42.2.241
https://doi.org/10.1680/geot.1992.42.2.241
Publikováno v:
Géotechnique. 41:227-241
An extensive programme of research into the influence of undissolved gas bubbles on the behaviour of fine-grained onshore soils is reviewed. The programme has been based on the development of a laboratory technique for the preparation of reconstitute
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f389362af73bd672e52a34a29e1168bf
https://doi.org/10.1680/geot.1991.41.2.227
https://doi.org/10.1680/geot.1991.41.2.227