Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Rune Dyvik"'
Autor:
P. Meijers, C. Zwanenburg, M. Konstadinou, Brian Carlton, M. Korff, Dirk Doornhof, J. van Elk, Diethard König, Rune Dyvik, Meisam Goudarzy
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 146
The dynamic behavior of a peat deposit in the north of the Netherlands is described. The organic content ranges from 70% to 95%, which is high compared to the organic content generally pres...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ab04c7c5e49ce31f49d4e352e010803e
https://doi.org/10.1061/(asce)gt.1943-5606.0002259
https://doi.org/10.1061/(asce)gt.1943-5606.0002259
Publikováno v:
Canadian Geotechnical Journal. 54:1435-1446
An important aspect of deepwater well integrity is development of accurate conductor fatigue analysis due to cyclic loading during drilling operations. Fatigue damage in a structure occurs from stress changes in response to cyclic loading. In practic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7663803953a684a3384ac6f7fd4423f
https://doi.org/10.1139/cgj-2016-0528
https://doi.org/10.1139/cgj-2016-0528
Publikováno v:
Geotechnical Frontiers 2017.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4a05b6628805676b5a3ae10f319eaf29
https://doi.org/10.1061/9780784480472.038
https://doi.org/10.1061/9780784480472.038
Autor:
Rune Dyvik, Yusuke Suzuki
Publikováno v:
Geotechnical Testing Journal. 42:20170287
In order to perform constant-volume (equivalent to undrained) Direct Simple Shear (DSS) tests using either a wire-reinforced membrane or stacked rings as the zero lateral strain confinement system, the height (and thereby volume) of the test specimen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf51132ed5d0466f5afa99a23172b05a
https://doi.org/10.1520/gtj20170287
https://doi.org/10.1520/gtj20170287
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 134:106-116
Penetration of skirts is an essential design issue for offshore skirted foundations and anchors in sand. Skirts may not penetrate far enough into dense sand by the available submerged weight alone. It may therefore be necessary to apply underpressure
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a79092a54a77d551aac8dd18bc11a09f
https://doi.org/10.1061/(asce)1090-0241(2008)134:1(106)
https://doi.org/10.1061/(asce)1090-0241(2008)134:1(106)
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 127:991-994
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48c1881ee6917b38585a293c5464c969
https://doi.org/10.1061/(asce)1090-0241(2001)127:11(991)
https://doi.org/10.1061/(asce)1090-0241(2001)127:11(991)
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 126:606-617
The differences in undrained stress-strain-strength behavior between undisturbed and reconstituted silt and silty sand specimens tested at the same void ratio and initial stress state may be dramat...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3bea6396a42e17b4ff2cf7fb7508125
https://doi.org/10.1061/(asce)1090-0241(2000)126:7(606)
https://doi.org/10.1061/(asce)1090-0241(2000)126:7(606)
Autor:
Rune Dyvik, Suzanne Lacasse
Publikováno v:
Journal of Geotechnical Engineering. 121:742-745
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b01dad18579450eb92146886e215bd47
https://doi.org/10.1061/(asce)0733-9410(1995)121:10(742)
https://doi.org/10.1061/(asce)0733-9410(1995)121:10(742)
Publikováno v:
Journal of Geotechnical Engineering. 119:1515-1531
A description of and selected test results for four field model tests are presented. The model tests were designed to simulate the conditions of a suction anchor for a tension-leg platform in soft clay. The intention of these tests was not to produce
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a9096aafcb3242f4a0087e3e784153c
https://doi.org/10.1061/(asce)0733-9410(1993)119:10(1515)
https://doi.org/10.1061/(asce)0733-9410(1993)119:10(1515)