dc.contributor.author |
Gerolymos, N |
en |
dc.date.accessioned |
2014-03-01T01:33:57Z |
|
dc.date.available |
2014-03-01T01:33:57Z |
|
dc.date.issued |
2010 |
en |
dc.identifier.issn |
0363-9061 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/20633 |
|
dc.subject |
Deposition mechanism |
en |
dc.subject |
Depth-integrated model |
en |
dc.subject |
Failure |
en |
dc.subject |
Grain crushing |
en |
dc.subject |
Rapid landslide |
en |
dc.subject |
Seismic triggering |
en |
dc.subject.classification |
Engineering, Geological |
en |
dc.subject.classification |
Materials Science, Multidisciplinary |
en |
dc.subject.classification |
Mechanics |
en |
dc.subject.other |
Deposition mechanism |
en |
dc.subject.other |
Failure |
en |
dc.subject.other |
Grain crushing |
en |
dc.subject.other |
Integrated models |
en |
dc.subject.other |
Seismic triggering |
en |
dc.subject.other |
Biology |
en |
dc.subject.other |
Crushing |
en |
dc.subject.other |
Deformation |
en |
dc.subject.other |
Dynamic analysis |
en |
dc.subject.other |
Earthquakes |
en |
dc.subject.other |
Equations of motion |
en |
dc.subject.other |
Equations of state |
en |
dc.subject.other |
Friction |
en |
dc.subject.other |
Mathematical models |
en |
dc.subject.other |
Numerical analysis |
en |
dc.subject.other |
Shear bands |
en |
dc.subject.other |
Landslides |
en |
dc.subject.other |
deformation |
en |
dc.subject.other |
deposition |
en |
dc.subject.other |
displacement |
en |
dc.subject.other |
dynamic analysis |
en |
dc.subject.other |
earthquake event |
en |
dc.subject.other |
failure analysis |
en |
dc.subject.other |
landslide |
en |
dc.subject.other |
loading |
en |
dc.subject.other |
numerical model |
en |
dc.subject.other |
rheology |
en |
dc.subject.other |
seismicity |
en |
dc.subject.other |
shear |
en |
dc.subject.other |
slope |
en |
dc.subject.other |
trigger mechanism |
en |
dc.title |
Numerical modeling of seismic triggering, evolution, and deposition of rapid landslides: Application to Higashi-Takezawa (2004) |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1002/nag.812 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1002/nag.812 |
en |
heal.language |
English |
en |
heal.publicationDate |
2010 |
en |
heal.abstract |
A mathematical model is developed for the dynamic analysis of earthquake-triggered rapid landslides, considering two mechanically coupled systems: (a) the accelerating deformable body of the slide and (b) the rapidly deforming shear band at the base of the slide. The main body of the slide is considered as a one-phase mixture of Newtonian incompressible fluids and Coulomb solids sliding on a plane of variable inclination. The evolution of the landslide is modeled via a depth-integrated model of the Savage-Hutter type coupled with: (a) a cyclic hysteretic constitutive model of the Bouc-Wen type and (b) Voellmy's rheology for the deformation of the material within the shear band. The original shallow-water equations that govern the landslide motion are appropriately reformulated to account for inertial forces due to seismic loading, and to allow for a smooth transition between the active and the passive state. The capability of the developed model is tested against the Higashi-Takezawa landslide. Triggered by the 2004 Niigata-ken Chuetsu earthquake, the slide produced about 100m displacement of a large wedge from an originally rather mild slope. The mechanism of material softening inside the shear band responsible for the surprisingly large run-out of the landslide is described by a set of equations for grain crushing-induced pore-water pressures. The back-analysis reveals interesting patterns on the flow dynamics, and the numerical results compare well with field observations. It is shown that the mechanism of material softening is a crucial factor for the initiation and evolution of the landslide, while viscoplastic frictional resistance is a key requirement for successfully reproducing the field data. © 2009 John Wiley & Sons, Ltd. |
en |
heal.publisher |
JOHN WILEY & SONS LTD |
en |
heal.journalName |
International Journal for Numerical and Analytical Methods in Geomechanics |
en |
dc.identifier.doi |
10.1002/nag.812 |
en |
dc.identifier.isi |
ISI:000274934900003 |
en |
dc.identifier.volume |
34 |
en |
dc.identifier.issue |
4 |
en |
dc.identifier.spage |
383 |
en |
dc.identifier.epage |
407 |
en |