Zobrazeno 1 - 10
of 28
pro vyhledávání: '"C. P. Wroth"'
Autor:
M. R. Coop, C. P. Wroth
Publikováno v:
Géotechnique. 40:669-672
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d9aa4f63f1f240d0ee102bb7dfabae4
https://doi.org/10.1680/geot.1990.40.4.669
https://doi.org/10.1680/geot.1990.40.4.669
Autor:
M. R. Coop, C. P. Wroth
Publikováno v:
Géotechnique. 40:684-684
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35361318eac2f5b1d12a6dc081b8c73f
https://doi.org/10.1680/geot.1990.40.4.684
https://doi.org/10.1680/geot.1990.40.4.684
Autor:
C. P. Wroth
Publikováno v:
Géotechnique. 34:449-489
The purposes of in situ testing are set out, and the difficulties of the interpretation of the observations are emphasized. These difficulties are due to the complex behaviour of soils together with the lack of control and of choice of the boundary c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dda571d55a33d44fdba7287e4278a8c3
https://doi.org/10.1680/geot.1984.34.4.449
https://doi.org/10.1680/geot.1984.34.4.449
Autor:
C. P. Wroth, David Muir Wood
Publikováno v:
Canadian Geotechnical Journal. 15:137-145
Experimental evidence is produced to show that it is reasonable to assign a unique strength to all soils when at their respective liquid limits, and to redefine the plastic limit as the water content at which the strength is 100 times that at the liq
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::859249afa59a9d57d3529adf37d03ec5
https://doi.org/10.1139/t78-014
https://doi.org/10.1139/t78-014
Publikováno v:
Géotechnique. 31:291-295
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8d1b465ca2cd4929ccf6967b9580da49
https://doi.org/10.1680/geot.1981.31.2.291
https://doi.org/10.1680/geot.1981.31.2.291
Publikováno v:
Géotechnique. 29:361-393
This paper describes the results of numerical analysis of the effects of installing a driven pile. The geometry of the problem has been simplified by the assumption of plane strain conditions in addition to axial symmetry. Pile installation has been
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7a5c6b1c83b2d0d4544f899330b5146
https://doi.org/10.1680/geot.1979.29.4.361
https://doi.org/10.1680/geot.1979.29.4.361
Autor:
B. G. Clarke, C. P. Wroth
Publikováno v:
Géotechnique. 34:549-561
The Dunton Green retaining wall constructed of contiguous bored piles forms part of the M26 Sevenoaks interchange. The details of the background, design and construction of the wall are given in an accompanying paper presented to the symposium by Gar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::172a665a09404beefe5fcf82e067c6e6
https://doi.org/10.1680/geot.1984.34.4.549
https://doi.org/10.1680/geot.1984.34.4.549
Publikováno v:
Géotechnique. 28:478-481
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f07ebe04695cbbfb2667979394d9187
https://doi.org/10.1680/geot.1978.28.4.478
https://doi.org/10.1680/geot.1978.28.4.478
Autor:
R. A. Jewell, C. P. Wroth
Publikováno v:
Géotechnique. 37:53-68
New data are presented from internal measurements in direct shear tests on sand. An interpretation is given for the plane strain angle of friction and the angle of dilation of sand in a direct shear test. The direct shear angle of friction deduced fr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c367b059808a3a599bf76c7dc178c76
https://doi.org/10.1680/geot.1987.37.1.53
https://doi.org/10.1680/geot.1987.37.1.53