The Eiblschrofen rock falls - Interpretation of monitoring results based on FLAC3D investigations

Author(s):  
R. Poisel ◽  
W. Roth ◽  
A. Preh ◽  
H. Angerer
Keyword(s):  
1976 ◽  
Vol 66 (3) ◽  
pp. 887-901 ◽  
Author(s):  
S. Singh ◽  
A. K. Jain ◽  
P. Sinha ◽  
V. N. Singh ◽  
L. S. Srivastava

abstract On January 19, 1975 an earthquake of magnitude 6.8 occurred in the border districts of Himachal Pradesh, India. The earthquake caused considerable loss of life and varying degrees of damage to construction in the area. Traditional and recent buildings suffered extensive damage. Landslides, rock falls and avalanches caused considerable damage to the Hindustan-Tibet road. Extensive fissures in the ground developed at the epicenter. Greatest damage was noted along the N-S trending Kaurik-Chango fault following the Parachu and Spiti river valleys, suggesting its genetic interrelationship with the earthquake.


1962 ◽  
Vol 52 (2) ◽  
pp. 181-234
Author(s):  
Karl V. Steinbrugge ◽  
William K. Cloud

ABSTRACT An extensive fault scarp system was formed during the Hebgen Lake earthquake of August 17, 1959 (11:37:15 p.m., M.S.T., Gutenberg-Richter magnitude 7.1). Bedrock beneath Hebgen Lake warped, rotated, and caused a seiche in the lake. A major landslide dammed Madison Canyon, causing a lake to form above the slide. An estimated 19 persons were buried by the slide. Other slides and rock falls took out sections of the main highway north of Hebgen Lake and closed many roads in Yellowstone Park. Small unit masonry structures as well as wooden buildings along the major fault scarps usually survived with little damage when subjected only to vibratory forces. The unit masonry buildings, in particular, had little or no earthquake bracing. Intensity at the major scarp has been given a Modified Mercalli Scale rating of X. However, the maximum intensity ratings based on vibratory motion even a few feet away from the scarps were VII or VIII. Within the limits of observation there was little or no reduction in vibratory intensity 5 to 10 miles away compared to that at the fault. This is not to say that the ground motions were similar. At the closest strong-motion seismograph station (Bozeman, 58 miles from the epicenter) maximum recorded acceleration was about 7 per cent gravity. The earthquake was generally felt in about a 600,000 square mile area, mostly north of the instrumental epicenter. The earth-fill Hebgen Dam was within 1000 feet of a major scarp. The dam was significantly damaged, but it continued to be an effective structure.


2006 ◽  
Vol 6 (6) ◽  
pp. 999-1006 ◽  
Author(s):  
Y. Altınok ◽  
B. Alpar

Abstract. The long-term seismicity of the Marmara Sea region in northwestern Turkey is relatively well-recorded. Some large and some of the smaller events are clearly associated with fault zones known to be seismically active, which have distinct morphological expressions and have generated damaging earthquakes before and later. Some less common and moderate size earthquakes have occurred in the vicinity of the Marmara Islands in the west Marmara Sea. This paper presents an extended summary of the most important earthquakes that have occurred in 1265 and 1935 and have since been known as the Marmara Island earthquakes. The informative data and the approaches used have therefore the potential of documenting earthquake ruptures of fault segments and may extend the records kept on earthquakes far before known history, rock falls and abnormal sea waves observed during these events, thus improving hazard evaluations and the fundamental understanding of the process of an earthquake.


Landslides ◽  
2018 ◽  
pp. 449-454
Author(s):  
R. Poisel ◽  
W. Roth ◽  
A. Preh ◽  
E. Tentschert ◽  
H. Angerer
Keyword(s):  

Author(s):  
Ivan Gratchev
Keyword(s):  

2017 ◽  
Vol 43 (3) ◽  
pp. 1131
Author(s):  
B. Christaras ◽  
G. Syrides ◽  
G. Papathanassiou ◽  
A. Chatzipetros ◽  
T. Mavromatis ◽  
...  

This paper aims to present the characteristics of the rock falls generated on the 16th and 21st of December 2009 at the Nea Moudania – Kassandria country road in Kassandra Peninsula, Chalkidiki, Greece. Both of those events induced damages to the asphalt road and forced the local authorities to close the road to traffic until the construction of protective measures. In order to evaluate the rock fall hazard and analyze the slope instability in the area, the present study focuses on three main triggering factors: rainfall, stratigraphy and tectonic setting.


2021 ◽  
Author(s):  
Hang Xu ◽  
Fulong Chen ◽  
Wei Zhou

Abstract The Great Wall of China is one of the largest architectural heritage sites globally, and its sustainability is a significant concern. However, its large extent and diverse characteristics cause challenges for deformation monitoring. In this study, the Shanhaiguan section of the Great Wall was investigated in a case study to ascertain the damage and potential hazards of the architectural site. Two standard multi-temporal synthetic aperture radar interferometry (MTInSAR) technologies, including persistent scatterer SAR interferometry (PSInSAR) and small baseline subset (SBAS) SAR interferometry, were used for deformation monitoring using high-resolution TerraSAR-X data acquired in 2015–2017. The results of the two MTInSAR approaches revealed the health condition of the Great Wall. The Shanhaiguan section was stable, but local instabilities caused by rock falls were detected in some mountainous areas. In addition, the applicability of PSInSAR and SBAS was evaluated. The performance analysis of the two approaches indicated that a more reliable and adaptable MTInSAR technique needs to be developed for monitoring the Great Wall. This study demonstrates the potential of MTInSAR technology with high-resolution data for the health diagnosis of heritage sites with a linear structure, such as the Great Wall.


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