Jeanjean, P, Zhang, Y, Zakeri, A. Andersen, KH, Gilbert R and Senanayake, A (2017). A framework for monotonic p-y curves in clays. Keynote lecture in OSIG 8th International Conference "Smarter Solutions for Future Offshore Developments", 12-14 September, 2017, London, UK....
The cyclic response of foundations deviate from the behaviour predicted by macro-elements developed for monotonic loading. The macro-element by Nguyen-Sy [21], which was developed in the hyperplasticity framework for bucket foundations for OWTs consider cyclic loading, hence it is most relevant in ...
A framework for monotonic p-y curves in clays. In Proceedings of the Society for Underwater Technology Offshore Site Investigation and Geotechnics 8th International Conference, London, UK, 12–14 September 2017. 45. Wang, M.Y.; Liao, W.M.; Zhang, J.J. A dynamic winkler model to analyze...
In the 1980s, the term “ceramic layer” was introduced [29,30] for the cultural–chronological scheme for the Neolithic of the Baikal region. Later, within the framework of the “ceramic layers”, the allocation of “ceramic types” (Posolskaya ceramic type, Ust-Belskaya ceramic type) was...
Clays-Effect of chlorite oxidation on DTA curvesRaw data file as stata 12 DTA file. (DTA)Daniel J. BainNature
These data are confirmed by the statistic differences (p < 0.01) observed in the area under the curve (AUC 0–8 h) values for CouH (560.3 ± 54.6) and LDH-Cou (438.9 ± 47.4). The curves of the release profile of both samples were evaluated by the Higuchi model (Figure 3). The ...
Comparing the findings with currently available design methods such as the p-y curves, it is found that these do not adequately describe the unsaturated soil reaction against the pile, which opens the door for new research in the field. The proposed numerical model is a promising tool to ...
This section presents first the characterization of the fruit and the experimental methodology used to obtain the drying curves, volume change and shrinkage images. Then, the mathematical model is explained with its respective initial and boundary conditions. Finally, the numerical and grid selection pr...
The overconsolidated specimen with σ3 = 200 kPa exhibits a dilating behavior, whereby the pore pressure evolution curve lies below the curve for the normally consolidated specimen, subject to the same confining stress. The peaks observed along the curves are due to the loading/unloading cycles ...
There are two large structural areas from west to east in Iraq, i.e., the stable shelf area in the west and the unstable shelf area in the east. The latter is mainly characterized by thick sedimentary rocks. The tectonic framework of the basement in Iraq is controlled by a series of ...