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Titlebook: Landslide Disaster Mitigation in Three Gorges Reservoir, China; Fawu Wang,Tonglu Li Book 2009 Springer-Verlag Berlin Heidelberg 2009 Defor

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Fawu Wang,Yeming Zhang,Zhitao Huo,Xuanming Pengbeigetragen, die wissenschaftlich erzeugten und medial multiplizierten Jugendbilder kritisch zu hinterfragen oder ihre Verwendungsformen in Politik und Jugendarbeit zu untersuchen (. 1990). Wer sich der Geschichte „der Jugend“ nähert, sieht sich einem Konglomerat unterschiedlichster Theorieangebote
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Geo-hazard Initiation and Assessment in the Three Gorges Reservoir initiation mechanism of complex slopes (landslides) in the Three Gorges section of the Yangtze River (about 4000 km.); lastly, at the small scale, research on the fan-shaped slope of Badong county new town was studied to ascertain its geologic characteristics, landslide initiation factors, and geo-environmental quality.
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Distribution of Dangerous Rockmasses on the High Steep Slopes in the Three Gorges Areathe area which are described, as is the monitoring situation. The high and steep slope in the valley section is controlled by stratum lithology and locality feature, and hazard of dangerous monomer rock is mainly subject to the lithology and fracture combination, along with human activity.
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Study on the Possible Failure Mode and Mechanism of the Xietan Landslide When Exposed to Water Levelin order to test varying conditions of water level fluctuation. The result will give insight as to the failure modes and mechanisms of landslides that have engineering geological conditions similar to those of the Xietan landslide.
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A Study of the 1985 Xintan Landslide in Xiling Gorge, Three Gorges Area, China system was established in 1977, so that the early warning was issued before the 1985 event. In this chapter, the geological condition, monitoring data of the landslide deformation used for early warning are presented, with an analysis of the mechanism of the large-scale landslide.
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Monitoring on Shuping Landslide in the Three Gorges Dam Reservoir, Chinaerline. In August 2007, three more drum-style extensometers were installed to make the whole monitoring line connected. In this chapter, the monitoring results from August 2004 to May 2008 are presented, and the deforming of the Shuping landslide caused by both reservoir level changes and rainfall is examined.
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