Zobrazeno 1 - 10
of 36
pro vyhledávání: '"MICHELE JAMIOLKOWSKI"'
Publikováno v:
Journal of Civil Engineering and Management, Vol 6, Iss 5 (2000)
Atlikus du didelio masto bandymus ant kvadratinio standaus pamato siekta nustatyti smėlio standumą. Pamato kraštinė- 1 m. Betoninio kesono, kuriame 1 m gylyje buvo igilintas ir bandomas atskirasis pamatas, matmenys buvo 4,6×4,6 m (plane), aukšt
Externí odkaz:
https://doaj.org/article/2aea5c9a0aee49209d78fe53ae57264d
Autor:
Michele Jamiolkowski
Publikováno v:
Geotecnia, Iss 85 (1999)
Externí odkaz:
https://doaj.org/article/0f88d1f6f06e49108dba7f9c9596b680
The articles presented in this book deal with the attempts made by the scientists and practitioners to address contemporary issues in geoenvironmental engineering such as characterization of dredged sediments, geomaterials & waste, valorization of wa
Autor:
BRANCALEONI, Fabio, GIORGIO DIANA, EZIO FACCIOLI, GIUSEPPE FIAMMENGHI, IAN P. T. FIRTH, NIELS J. GIMSING, MICHELE JAMIOLKOWSKI, PETER SLUSZKA, GIOVANNI SOLARI, GIANLUCA VALENSISE, ENZO VULLO
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3668::ae21afdae18b6110c133672285109498
https://hdl.handle.net/11590/187588
https://hdl.handle.net/11590/187588
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 127:893-897
A database containing seismic piezocone soundings performed in the geotechnically well-characterized Pisa clay has been used to verify the validity of the existing empirical relationships linking vertical yield stress to normalized cone resistance. Y
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca6cdf50bd9fe27b33d3beaed4ff74dd
https://doi.org/10.1061/(asce)1090-0241(2001)127:10(893)
https://doi.org/10.1061/(asce)1090-0241(2001)127:10(893)
Publikováno v:
Journal of Civil Engineering and Management, Vol 6, Iss 5 (2000)
Journal of Civil Engineering and Management; Vol 6 No 5 (2000); 357-365
Journal of Civil Engineering and Management; Vol 6 No 5 (2000); 357-365
Atlikus du didelio masto bandymus ant kvadratinio standaus pamato siekta nustatyti smėlio standumą. Pamato kraštinė- 1 m. Betoninio kesono, kuriame 1 m gylyje buvo igilintas ir bandomas atskirasis pamatas, matmenys buvo 4,6×4,6 m (plane), aukšt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::26a57c7d3c0366d03f84227821b1fc20
https://doi.org/10.3846/13921525.2000.10531614
https://doi.org/10.3846/13921525.2000.10531614
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 126:929-938
This paper presents the results of 254 drained triaxial compression tests. The results are analyzed with the aim of obtaining a phenomenological description of secant Young's modulus variation according to different test conditions. Using empirical f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eab4e137d65cd8c4ecc21b4774b907c6
https://doi.org/10.1061/(asce)1090-0241(2000)126:10(929)
https://doi.org/10.1061/(asce)1090-0241(2000)126:10(929)
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 124:878-888
Calibration chamber tests provide an effective way to study cone penetration resistance in sands under controlled conditions. Calibration chamber tests are performed in large soil samples with known densities, consolidated to desired stresses, and su
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d730d3f31e7aa4bf49d9102c1a79cb7f
https://doi.org/10.1061/(asce)1090-0241(1998)124:9(878)
https://doi.org/10.1061/(asce)1090-0241(1998)124:9(878)
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 123:836-846
A series of dilatometer test profiles were carried out in a calibration chamber on Toyoura sand using a standard blade and a special research dilatometer. Pluviated sand samples were prepared using various combinations of boundary conditions, relativ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b1b822ee23351436c59d2ce10981fe79
https://doi.org/10.1061/(asce)1090-0241(1997)123:9(836)
https://doi.org/10.1061/(asce)1090-0241(1997)123:9(836)
Publikováno v:
Géotechnique. 47:375-379
The self-boring pressuremeter-Camkometer- was used to define the permeability characteristics of Fucino clay using strain-holding and stress-holding tests. The probe was expanded to a specific value of cavity strain; then the strain or stress was hel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::82dea905ccc878af087599b84468b1ff
https://doi.org/10.1680/geot.1997.47.2.375
https://doi.org/10.1680/geot.1997.47.2.375