User profiles for K. H. Andersen

Ken Haste Andersen

- Verified email at aqua.dtu.dk - Cited by 7130

Ken Andersen

- Verified email at ill.fr - Cited by 4892

Cyclic and static laboratory tests on Drammen clay

KH Andersen, WF Rosenbrand, SF Brown… - Journal of the …, 1980 - ascelibrary.org
… The cementing procedure and the test results are presented by Fischer, Andersen and
Mourn (10). With respect to the engineering properties, it was found that cementation in a …

Suction anchors for deepwater applications

KH Andersen, JD Murff, MF Randolph… - Proceedings of the …, 2005 - api.taylorfrancis.com
This paper summarizes the results of an industry sponsored study on the design and analyses
of suction anchors in soft clays. References on suction anchors (200) were collected and …

Bearing capacity under cyclic loading—offshore, along the coast, and on land. The 21st Bjerrum Lecture presented in Oslo, 23 November 2007

KH Andersen - Canadian Geotechnical Journal, 2009 - cdnsciencepub.com
Andersen, KH 2004. Cyclic clay data for foundation design of structures subjected to wave
loading. In Proceedings of the International Conference on Cyclic Behaviour of Soils and …

Characteristic sizes of life in the oceans, from bacteria to whales

KH Andersen, T Berge, RJ Gonçalves… - Annual review of …, 2016 - annualreviews.org
… Gislason & KH Andersen, manuscript submitted). Such elaboration shows that the
strategy that maximizes W/w 0 is optimal only if the offspring do not experience density-dependent …

JEM–X: The X-ray monitor aboard INTEGRAL

…, PA Jensen, S Laursen, KH Andersen… - Astronomy & …, 2003 - aanda.org
The JEM–X monitor provides X-ray spectra and imaging with arcminute angular resolution
in the 3 to 35 keV band. The good angular resolution and the low energy response of JEM–X …

Thixotropy of soft clay: A review

Y Ren, S Yang, KH Andersen, Q Yang, Y Wang - Engineering Geology, 2021 - Elsevier
Thixotropy of soil is, after softening by remoulding, a process of time-dependent return to a
harder state under constant water content and constant volume conditions. This paper …

Ultimate bearing capacity of laterally loaded piles in clay–Some practical considerations

Y Zhang, KH Andersen, G Tedesco - Marine Structures, 2016 - Elsevier
The paper re-visits the topic of ultimate bearing capacity of laterally loaded piles in clay. The
paper first presents a review of various recommendations made by design guidelines and …

Crystal structure and spiral magnetic ordering of BiFeO3 doped with manganese

…, W Schäfer, W Kockelmann, KH Andersen… - Applied Physics A, 2002 - Springer
Neutron powder diffraction has been performed on polycrystalline BiMn x Fe 1-x O 3 (x=0, 0.1
and 0.2). The structures of the doped compounds are described by the space group R3c of …

Effects of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian clays

T Lunne, T Berre, KH Andersen… - Canadian …, 2006 - cdnsciencepub.com
After many decades of research, the issue of sample disturbance is still important as regards
to determining reliable and representative soil parameters for foundation design in soft clays…

Asymptotic size determines species abundance in the marine size spectrum

KH Andersen, JE Beyer - The American Naturalist, 2006 - journals.uchicago.edu
The majority of higher organisms in the marine environment display indeterminate growth;
that is, they continue to grow throughout their life, limited by an asymptotic size. We derive the …