Zobrazeno 1 - 10
of 11
pro vyhledávání: '"M J Lipinski"'
Publikováno v:
Przegląd Naukowy Inżynieria i Kształtowanie Środowiska, Vol 28, Iss 3, Pp 488-499 (2019)
Głównym kryterium determinującym wybór technologii tunelowania z wykorzystaniem tarczy zmechanizowanej, tzw. TBM (ang. tunnel boring machine), są warunki geologiczne i hydrogeologiczne w obszarze planowanej inwestycji. W przypadku gruntów niesk
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f821fbdd237bca6f457a6359a6649ae3
https://doaj.org/article/de65e073d28f4019a7422c12ae1daedb
https://doaj.org/article/de65e073d28f4019a7422c12ae1daedb
Autor:
M J Lipinski, Małgorzata Wdowska
Publikováno v:
ACTA SCIENTIARUM POLONORUM - Architectura Budownictwo. 16:35-45
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d0e3037f84d6629bc81e04c2cd2ff1a
https://doi.org/10.22630/aspa.2017.16.3.04
https://doi.org/10.22630/aspa.2017.16.3.04
Autor:
M J Lipinski, Małgorzata Wdowska
Publikováno v:
Annals of Warsaw University of Life Sciences, Land Reclamation, Vol 47, Iss 2, Pp 139-151 (2015)
The paper concerns laboratory methods for determination of soil stiffness. Major criterion for selection of analysed equipment is range of strain in which stiffness can be reliably determined. Substantially, various configurations of triaxial apparat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0cbcc40e73dfcb9d3d51eae398360510
http://www.degruyter.com/view/j/sggw.2015.47.issue-2/sggw-2015-0020/sggw-2015-0020.xml?format=INT
http://www.degruyter.com/view/j/sggw.2015.47.issue-2/sggw-2015-0020/sggw-2015-0020.xml?format=INT
Autor:
Małgorzata Wdowska, M J Lipinski
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 471:042026
The paper is focused on the possibility of evaluation of soil state of cohesionless soils containing fines on the basis of shear wave velocity. The paper presents laboratory test results obtained on the basis of large volume of triaxial tests data. S
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8412bf261dfb3ee500e9442264baa386
https://doi.org/10.1088/1757-899x/471/4/042026
https://doi.org/10.1088/1757-899x/471/4/042026
Autor:
M J Lipinski, Małgorzata Wdowska
Publikováno v:
Studia Geotechnica et Mechanica. 34:53-67
In the last three decades an interest has grown in prediction of soil stiffness. In case of dense cohesionless soils or natural overconsolidated cohesive soils the working strain to which soil stiffness is referred to covers the range 0.01-1.0%. On t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4ddbe6b9c03f20038584ab51ebc3b06a
https://doi.org/10.2478/sgm041205
https://doi.org/10.2478/sgm041205
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 245:032083
The paper concerns evaluation of cohesionless soils containing fines. In clean sands, state of soil is usually quantified by relative density DR with use of field techniques like static or dynamic probes. However, in cohesionless soils containing con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3bea44b7579f42e0daf32ea7001987d5
https://doi.org/10.1088/1757-899x/245/3/032083
https://doi.org/10.1088/1757-899x/245/3/032083
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 245:032062
Various behaviour of soil under loading results to large extent from kind of soil considered. There is a lot of literature concerning pure sand or plastic clays, while little is known about materials, which are from classification point of view, betw
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f6e8364bcc6cb2ff98991a5c6a93a8c
https://doi.org/10.1088/1757-899x/245/3/032062
https://doi.org/10.1088/1757-899x/245/3/032062
Autor:
Małgorzata Wdowska, M J Lipinski
Publikováno v:
Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation. 43
A stress history and strain dependent stiffness of overconsolidated cohesive soil. In the last three decades an interest has grown in predi- ction of soil stiffness. This is mainly due to enlight- ened nonlinearity of constitutive characteristic in s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::494eb77f3079d8ac1327963124d830fb
https://doi.org/10.2478/v10060-011-0056-y
https://doi.org/10.2478/v10060-011-0056-y
Autor:
A, Varma, D L, Appleton, A, Nusca, M J, Lipinski, E, Goudreau, M J, Cowley, M, Wittkamp, G W, Vetrovec, A, Abbate
Publikováno v:
Minerva cardioangiologica. 58(1)
The aim of this study was to assess cardiac mortality in patients with reduced ejection fraction (EFor =45%) and anemia (Hbor =12 g/dL) undergoing coronary stenting and to investigate whether iron-deficiency anemia influenced outcome when compared to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=pmid________::97a9ee35a52ec5f9d29c493f3169931e
https://pubmed.ncbi.nlm.nih.gov/20145590
https://pubmed.ncbi.nlm.nih.gov/20145590
Autor:
M J Lipinski, Małgorzata Wdowska
Publikováno v:
Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation. 42
Saturation criteria for heavy over- consolidated cohesive soils. The paper concerns signifi cance of properly carried out saturation procedure and its role in evaluation of undrained response of heavy preconsolidated cohesive soils. In particular the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::53a359913c0c6661ab7b5d944abe4be7
https://doi.org/10.2478/v10060-008-0087-1
https://doi.org/10.2478/v10060-008-0087-1