Development of IoT Sensing Modulus for Surficial Slope Failures

2018 ◽  
pp. 681-684
Author(s):  
Wen-Jong Chang ◽  
An-Bin Huang ◽  
Shih-Hsun Chou ◽  
Jyh-Fang Chen
Keyword(s):  
Slope Failures

Gas hydrate/free gas migration pathways in submarine slope failures: East Indian Margin

2021 ◽  
Vol 130 (2) ◽  
Author(s):  
Jyothsna Palle ◽  
Satyavani Nittala ◽  
Kiranmai Samudrala
Keyword(s):  
Gas Hydrate ◽  
Gas Migration ◽  
Slope Failures ◽  
Free Gas ◽  
Submarine Slope ◽  
East Indian ◽  
Migration Pathways

scholarly journals Landslide Awareness System (LAwS) to Increase the Resilience and Safety of Transport Infrastructure: The Case Study of Pan-American Highway (Cuenca–Ecuador)

2021 ◽  
Vol 13 (8) ◽  
pp. 1564
Author(s):  
Pietro Miele ◽  
Mariano Di Di Napoli ◽  
Luigi Guerriero ◽  
Massimo Ramondini ◽  
Chester Sellers ◽  
...  
Keyword(s):  
Point Of View ◽  
Transport Infrastructure ◽  
Slope Failures ◽  
Network Systems ◽  
Socioeconomic Impacts ◽  
Economic Point ◽  
Infrastructure Monitoring ◽  
Ground Deformations ◽  
Pan American

In most countries, landslides have caused severe socioeconomic impacts on people, cities, industrial establishments, and lifelines, such as highways, railways, and communication network systems. Socioeconomic losses due to slope failures are very high and they have been growing as the built environment expands into unstable hillside areas under the pressures of growing populations. Human activities as the construction of buildings, transportation routes, dams, and artificial canals have often been a major factor for the increasing damage due to slope failures. When recovery actions are not durable from an economic point of view, increasing the population’s awareness is the key strategy to reduce the effects of natural and anthropogenic events. Starting from the case study of the Pan-American Highway (the Ecuadorian part), this article shows a multi-approach strategy for infrastructure monitoring. The combined use of (i) DInSAR technique for detection of slow ground deformations, (ii) field survey activities, and (iii) the QPROTO tool for analysis of slopes potentially prone to collapse allowed us to obtain a first cognitive map to better characterize 22 km of the highway between the cities of Cuenca and Azogues. This study is the primary step in the development of a landslide awareness perspective to manage risk related to landslides along infrastructure corridors, increasing user safety and providing stakeholders with a management system to plan the most urgent interventions and to ensure the correct functionality of the infrastructure.

scholarly journals A Study on Detection of Causes of Slope Failures by Data Mining Approach Using Rough Sets.

2000 ◽  
pp. 221-229
Author(s):  
Hiroyuki SAKAKIBARA ◽  
Kazumasa KURAMOTO ◽  
Hideaki KIKUCHI ◽  
Hirotaka NAKAYAMA ◽  
Hiromi TETSUGA ◽  
...  
Keyword(s):  
Data Mining ◽  
Rough Sets ◽  
Slope Failures ◽  
Data Mining Approach

Rainfall‐triggered slope failures in eastern Ireland

2005 ◽  
Vol 38 (1) ◽  
pp. 1-22 ◽  
Author(s):  
Mary C. Bourke ◽  
Martin Thorp
Keyword(s):  
Slope Failures

Multistage Rock-Slope Failures Revealed in Lake Sediments in a Seismically Active Alpine Region (Lake Oeschinen, Switzerland)

2018 ◽  
Vol 123 (4) ◽  
pp. 658-677 ◽  
Author(s):  
Sibylle Knapp ◽  
Adrian Gilli ◽  
Flavio S. Anselmetti ◽  
Michael Krautblatter ◽  
Irka Hajdas
Keyword(s):  
Lake Sediments ◽  
Rock Slope ◽  
Alpine Region ◽  
Slope Failures

Japanese early-warning for debris flows and slope failures using rainfall indices with Radial Basis Function Network

Landslides ◽  
2010 ◽  
Vol 7 (3) ◽  
pp. 325-338 ◽  
Author(s):  
Nobutomo Osanai ◽  
Takeshi Shimizu ◽  
Kazumasa Kuramoto ◽  
Shinichi Kojima ◽  
Tomoyuki Noro
Keyword(s):  
Radial Basis Function ◽  
Early Warning ◽  
Basis Function ◽  
Debris Flows ◽  
Radial Basis Function Network ◽  
Slope Failures ◽  
Radial Basis ◽  
Function Network

scholarly journals The evolution of slope failures: mechanisms of rupture propagation

2004 ◽  
Vol 4 (1) ◽  
pp. 147-152 ◽  
Author(s):  
D. N. Petley
Keyword(s):  
Slope Failure ◽  
Complex Stress ◽  
Basal Region ◽  
Rupture Propagation ◽  
Slope Failures ◽  
Stress Regime ◽  
Detailed Surface ◽  
Landslide Mass ◽  
Region Data ◽  
Detailed Assessment

Abstract. Forecasting the occurrence of large, catastrophic slope failures remains very problematic. It is clear that in order advance this field a greater understanding is needed of the processes through which failure occurs. In particular, there is a need to comprehend the processes through which a rupture develops and propagates through the slope, and the nature of the inter-relationship between the stress and strain states of the landslide mass. To this end, a detailed analysis has been undertaken of the movement records for the Selborme Cutting slope failure, in which failure was deliberately triggered through pore pressure elevation. The data demonstrate that it is possible to determine the processes occurring in the basal region of the landslide, and thus controlling the movement of the mass, from the surface movement patterns. In particular, it is clear that the process of rupture development and propagation has a unique signature, allowing the development of the rupture to be traced from detailed surface monitoring. For landslides undergoing first time failure through rupture propagation, this allows the prediction of the time of failure as per the "Saito" approach. It is shown that for such predictions to be reliable, data from a number of points across the landslide mass are needed. Interestingly, due to the complex stress regime in that region, data from the crown may not be appropriate for failure prediction. Based upon these results, the application of new techniques for the detailed assessment of spatial patterns of the development of strain may potentially allow a new insight into the development of rupture surfaces and may ultimately permit forecasting of the temporal occurrence of failure.

Slope failures and erosion rates on a glacierized high-mountain face under climatic changes

2013 ◽  
Vol 38 (8) ◽  
pp. 836-846 ◽  
Author(s):  
Luzia Fischer ◽  
Christian Huggel ◽  
Andreas Kääb ◽  
Wilfried Haeberli
Keyword(s):  
Climatic Changes ◽  
High Mountain ◽  
Slope Failures ◽  
Erosion Rates

Recurrent rock avalanches progressively dismantle mountain ridges in the Longmen Shan, China, most recently in the 2008 Wenchuan earthquake

2021 ◽  
Author(s):  
Janusz Wasowski ◽  
Maurice McSaveney ◽  
Luca Pisanu ◽  
Vincenzo Del Gaudio ◽  
Yan Li ◽  
...  
Keyword(s):  
Wenchuan Earthquake ◽  
Ambient Noise ◽  
Slope Failure ◽  
Mass Movement ◽  
Rock Avalanche ◽  
Ground Vibration ◽  
Source Area ◽  
Slope Failures ◽  
Rock Avalanches ◽  
Beichuan County

<p>Large earthquake-triggered landslides, in particular rock avalanches, can have catastrophic consequences. However, the recognition of slopes prone to such failures remains difficult, because slope-specific seismic response depends on many factors including local topography, landforms, structure and internal geology. We address these issues by exploring the case of a rock avalanche of >3 million m<sup>3</sup> triggered by the 2008 Mw7.9 Wenchuan earthquake in the Longmen Shan range, China. The failure, denominated Yangjia gully rock avalanche, occurred in Beichuan County (Sichuan Province), one of the areas that suffered the highest shaking intensity and death toll caused by co-seismic landsliding. Even though the Wenchuan earthquake produced tens of large (volume >1 million m<sup>3</sup>) rock avalanches, few studies so far have examined the pre-2008 history of the failed slope or reported on the stratigraphic record of mass-movement deposits exposed along local river courses. The presented case of the Yangjia gully rock avalanche shows the importance of such attempts as they provide information on the recurrence of large slope failures and their associated hazards. Our effort stems from recognition, on 2005 satellite imagery, of topography and morphology indicative of a large, apparently pre-historic slope failure and the associated breached landslide dam, both features closely resembling the forms generated in the catastrophic 2008 earthquake. The follow-up reconstruction recognizes an earlier landslide deposit exhumed from beneath the 2008 Yangjia gully rock avalanche by fluvial erosion since May 2008. We infer a seismic trigger also for the pre-2008 rock avalanche based on the following circumstantial evidence: i) the same source area (valley-facing, terminal portion of a flat-topped, elongated mountain ridge) located within one and a half kilometer of the seismically active Beichuan fault; ii) significant directional amplification of ground vibration, sub-parallel to the failed slope direction, detected via ambient noise measurements on the ridge adjacent to the source area of the 2008 rock avalanche and iii) common depositional and textural features of the two landslide deposits. Then, we show how, through consideration of the broader geomorphic and seismo-tectonic contexts, one can gain insight into the spatial and temporal recurrence of catastrophic slope failures  in Beichuan County and elsewhere in the Longmen Shan. This insight, combined with local-scale geologic and geomorphologic knowledge, may guide selection of suspect slopes for reconnaissance, wide-area ambient noise investigation aimed at discriminating their relative susceptibility to co-seismic catastrophic failures. We indicate the feasibility of such investigations through the example of this study, which uses 3-component velocimeters designed to register low amplitude ground vibration.</p>

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