Zobrazeno 1 - 10
of 90
pro vyhledávání: '"Knut H. Andersen"'
Publikováno v:
AIMS Geosciences, Vol 5, Iss 2, Pp 104-116 (2019)
An extensive database of high-quality piezocone (CPTU) and laboratory oedometer test data on onshore and offshore clays worldwide has been established. The database covers a wide range of index parameters and overconsolidation ratios (OCR) in the ran
Externí odkaz:
https://doaj.org/article/3ab3cdba72a3444bb0997d0b76bf7f46
Publikováno v:
Canadian Geotechnical Journal. 60:366-379
This paper presents results of a series of monotonic and cyclic direct simple shear laboratory tests performed on reconstituted samples of two silty sands and one sandy silt. The laboratory program aimed to determine the cyclic shear strength and def
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::535ca98fc0da780b00a6851db35f7ef0
https://doi.org/10.1139/cgj-2022-0009
https://doi.org/10.1139/cgj-2022-0009
Publikováno v:
Marine Georesources & Geotechnology. :1-10
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::24e52a847824b4b72e7f40d94d992e81
https://doi.org/10.1080/1064119x.2022.2151389
https://doi.org/10.1080/1064119x.2022.2151389
Publikováno v:
Ocean Engineering
Determination of the soil parameters in the foundation design analyses for offshore and nearshore platforms subjected to cyclic loading from wind and waves requires extensive advanced laboratory testing. The amount of such testing can be reduced by d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6e98ed1b28dcaeee9b3f881dc5402911
https://trepo.tuni.fi/handle/10024/144614
https://trepo.tuni.fi/handle/10024/144614
Publikováno v:
Day 1 Mon, May 02, 2022.
ISO will soon issue the Draft International Standard (DIS) ISO 19901-4 to its members for comments and ballot. This DIS document includes major updates to the present state of the practice, including new p-y curves that will replace the long-standing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::011b2ec91107cbe0f8bfe464850c94ba
https://doi.org/10.4043/31860-ms
https://doi.org/10.4043/31860-ms
Autor:
Cathal Colreavy, Noel Boylan, Knut H Andersen, Noorizal Nasri Huang, Christian Hariady Girsang
Publikováno v:
Day 3 Thu, March 24, 2022.
Offshore structures are subjected to cyclic loading from a range of sources and an appreciation for how the underlying soil responds to that loading is essential for design. The behaviour of soil under cyclic loading differs to that from monotonic lo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::050ed0142b1adc5719dd8b6c8864d0b9
https://doi.org/10.4043/31518-ms
https://doi.org/10.4043/31518-ms
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9504636ff797ba2a85acb48e6ff3280c
https://doi.org/10.1061/(asce)gt.1943-5606.0002655
https://doi.org/10.1061/(asce)gt.1943-5606.0002655
Autor:
Youhu Zhang, Shuzhao Li, Zhengbo Jiang, Huynh Dat Vu Khoa, Knut H. Andersen, Jiantao Liu, Da Li
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
China National Offshore Oil Corporation (CNOOC) currently is developing a mat-supported wellhead production platform concept as an alternative solution to conventional jacket platforms in s...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a80a604177949f40274cffc987d284ae
https://doi.org/10.1061/(asce)gt.1943-5606.0002669
https://doi.org/10.1061/(asce)gt.1943-5606.0002669
Autor:
Hans Petter Jostad, Knut H. Andersen
Publikováno v:
Analysis of Pile Foundations Subject to Static and Dynamic Loading ISBN: 9780429354281
This chapter considers geotechnical analyses of the installation and undrained holding capacity of conventional suction piles or suction anchors in clay. Equations for calculation of penetration resistance and required and allowable suction that may
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ded678b998673029cbcd90ff251df817
https://doi.org/10.1201/9780429354281-4
https://doi.org/10.1201/9780429354281-4
Autor:
Knut H. Andersen, Øyvind Blaker
Publikováno v:
Soils and Foundations. 59:982-1000
This paper presents results of a series of cyclic laboratory test performed on dense to very dense silica sand. Triaxial and direct simple shear tests were performed on reconstituted sand. The test program aimed to determine the cyclic shear strength
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a8d6e947f21d45b9e7955e2a95d2c73
https://doi.org/10.1016/j.sandf.2019.04.002
https://doi.org/10.1016/j.sandf.2019.04.002