2016
DOI: 10.1007/s10346-016-0684-8
|View full text |Cite
|
Sign up to set email alerts
|

Rock slope response to strong earthquake shaking

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
45
0

Year Published

2019
2019
2024
2024

Publication Types

Select...
4
3
2

Relationship

0
9

Authors

Journals

citations
Cited by 59 publications
(45 citation statements)
references
References 27 publications
0
45
0
Order By: Relevance
“…The response of a slope to the dynamic stress induced by seismic waves is the result of a complex interaction among the frequency and energy content of the seismic waves, which depend on the source mechanism of the earthquake, the path-specific attenuation, and the local site conditions (material, layering, topography, etc.) that can amplify or de-amplify the shaking at specific wavelengths (Massey et al, 2017;Meunier et al, 2008;Sepúlveda et al, 2005). Several studies investigated the relative contributions of the earthquake source, path, and local site effects on the site-specific amplification phenomena (Ashford & Sitar, 2002;Del Gaudio & Wasowski, 2011;Gischig et al, 2015;Jibson, 2011;Moore et al, 2011;Rizzitano et al, 2014;Strenk & Wartman, 2011).…”
Section: Initiation and Failure Mechanisms: Experimental Studies 22mentioning
confidence: 99%
“…The response of a slope to the dynamic stress induced by seismic waves is the result of a complex interaction among the frequency and energy content of the seismic waves, which depend on the source mechanism of the earthquake, the path-specific attenuation, and the local site conditions (material, layering, topography, etc.) that can amplify or de-amplify the shaking at specific wavelengths (Massey et al, 2017;Meunier et al, 2008;Sepúlveda et al, 2005). Several studies investigated the relative contributions of the earthquake source, path, and local site effects on the site-specific amplification phenomena (Ashford & Sitar, 2002;Del Gaudio & Wasowski, 2011;Gischig et al, 2015;Jibson, 2011;Moore et al, 2011;Rizzitano et al, 2014;Strenk & Wartman, 2011).…”
Section: Initiation and Failure Mechanisms: Experimental Studies 22mentioning
confidence: 99%
“…S17). Several authors have shown that ridge sharpness promotes topographic amplification (Maufroy et al, 2015;Rai et al, 2016). The landslide position would thus reflect the expression of strong ground motion in the uppermost part of the slope, which can be explained by complex interactions of various seismic waves with both topography and lithology.…”
Section: Discussionmentioning
confidence: 99%
“…Storminduced landslides are preferentially triggered low on slopes due to riverbank erosion and high groundwater pressure (Lin et al, 2011;Meunier et al, 2008;Tseng et al, 2018). By contrast, earthquake-triggered landslides are more uniformly distributed since ground shaking affects all portions of the hillslope (Densmore and Hovius, 2000), or they are concen-trated near ridges or slope breaks (Harp and Jibson, 1996;Massey et al, 2017;Sepúlveda et al, 2010;Weissel and Stark, 2001). Numerical simulations of ground shaking in complex topographies predict that seismic waves are actually amplified around ridge crests (e.g.…”
Section: Introductionmentioning
confidence: 99%
“…CL boulders ( Fig. 4g-k) are more texturally homogenous, contain fewer vesicles (estimated ∼< 1 %), and exhibit a higher relative density (Carey et al, 2014;Muktar, 2014). The pre-CES CL boulder surfaces exhibit low surface rough- ness (i.e., smooth compared with VB boulders).…”
Section: Boulder Morphology and Other Characteristicsmentioning
confidence: 99%