scispace - formally typeset
Journal ArticleDOI

Seismic triggering of submarine slides in soft cohesive soil deposits

Reads0
Chats0
TLDR
In this paper, the authors analyzed the triggering mechanisms of submarine landslide initiation for clays with the use of a new simplified model for cliff clays which predicts realistic variations of the stress-strain-strength relationships as well as pore pressure generation during dynamic loading in simple shear.
About
This article is published in Marine Geology.The article was published on 2004-01-30. It has received 98 citations till now. The article focuses on the topics: Submarine landslide & Pore water pressure.

read more

Citations
More filters
Journal ArticleDOI

Timing and frequency of large submarine landslides: implications for understanding triggers and future geohazard

TL;DR: The most comprehensive global data set of ages for large (>1 km3) late Quaternary submarine landslides that has been compiled to date has been analyzed in this article, showing that there is no evidence for an immediate influence of rapid sedimentation on slope stability as failures tend to occur several thousand years after periods of increased sedimentation rates.
Journal ArticleDOI

Quantifying subaqueous slope stability during seismic shaking: Lake Lucerne as model for ocean margins

TL;DR: In this article, the authors combine geophysical, sedimentological and in situ geotechnical methods with limit equilibrium calculations in order to discuss (i) the geologicalandedimentologicalprocessesactingonsubmergednon-deltaiclateralslopesinperialpine,fjord-type LakeLucerne(Central Switzerland); (ii)theircontrolonphysicalandgeotechnicallypropertiesthateventuallyaffectthesubaqueousstabilityconditionsand slope failure initiation, and (iii) the quantitative assessment of subaque
Journal ArticleDOI

Late Pleistocene submarine mass movements: occurrence and causes

TL;DR: An extensive study of Late Pleistocene continental slope submarine mass movements was performed in this paper, showing that mass movements are primarily controlled by cyrospheric-induced variations in sedimentation and local sea level.
Journal ArticleDOI

Mapping basin-wide subaquatic slope failure susceptibility as a tool to assess regional seismic and tsunami hazards

TL;DR: In this paper, a basin-wide mapping of sub-aquatic slope failure susceptibility through time is proposed to evaluate basinwide slope stability through time as a potential tool for regional seismic and tsunami hazard assessments.
Journal ArticleDOI

Geotechnical in situ characterization of subaquatic slopes: The role of pore pressure transients versus frictional strength in landslide initiation

TL;DR: In this paper, a weak, lightly underconsolidated section of postglacial silty clays overlies overconsolidation fine-grained glacial deposits with coarser components and excess fluid pressure (ca. 2.5× higher than in the hanging wall clay).
References
More filters

Description of Stress-Strain Curves by Three Parameters

TL;DR: In this paper, a simple formula is suggested for describing the stress-strain curve in terms of three parameters; namely, Young's modulus and two secant yield strengths.
Journal ArticleDOI

Simplified procedure for evaluating soil liquefaction potential

TL;DR: Significant factors affecting the liquefaction (or cyclic mobility) potential of sands during earthquakes are identified, and a simplified procedure for evaluating the potential of sand during earthquakes is presented as mentioned in this paper.
Journal ArticleDOI

Finite Dynamic Model for Infinite Media

TL;DR: In this paper, a numerical method for the dynamic analysis of infinite continuous systems is developed, applicable to systems for which all exciting forces and geometrical irregularities are confined to a limited region and is applicable to both transient and steady state problems.

On the generalized stress-strain behavior of wet clay

K. H. Roscoe
TL;DR: The theory of the three-dimensional stress-strain behavior of WET CLAYs was introduced by BURLAND as discussed by the authors, who showed that WETCLAYs are subject to three dimensions of stress and strain.
Related Papers (5)