By Anil K. Chopra
This monograph is meant for the reader who's purely within the basics of the dynamics of buildings curious about floor shaking and doesn't have the time or want for a proper, exact remedy and finished assurance supplied in in-depth textual content books.
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Geomorphology 15 (1), 17e31. , 1987. The contribution of bedrock groundwater flow to storm runoff and high pore pressure development in hollows. J. ), Proceedings of an International Symposium on Erosion and Sedimentation in the Pacific Rim. International Association of Hydrological Sciences, Corvallis, OR, United States, pp. 49e59. Chapter 3 Mass Movement in Bedrock Marc-Andre´ Brideau and Nicholas J. Roberts Simon Fraser University, Burnaby, BC, Canada ABSTRACT Bedrock mass movements include some of the most common (rockfalls) and most destructive (rock avalanches) slope processes.
Soc. Am. 78 (1), 42e63. , 1994. The landslide hazard in the Himalayas: geological control and human action. Geomorphology 10 (1e4), 221e230. , 2011. Thermo-mechanical forcing of deep rock slope deformation e part I: conceptual study of a simplified slope. J. Geophys. Res 116, F04010. 1029/2011JF002006. , 1998. Establishing the frequency and magnitude of landslide-triggering rainstorm events in New Zealand. Environ. Geol. 35 (2e3), 160e174. , 2003. Landslide occurrence as a response to land use change: a review of evidence from New Zealand.
For example, recent analysis of temperature conditions by Allen and Huggel (2013) provides support for a plausible alternative hypothesis for the trigger of the 1991 Mt Cook Rock Avalanche in New Zealand, which had previously been cited as an example of a slope failure triggered by strength degradation, or more specifically, a drop in the intrinsic strength of the slope (Glade and Crozier, 2005; McSaveney, 2002; Petley, 2011). Allen and Huggel argued that the trigger was pressurized meltwater. The meltwater was generated during 4 days of extremely warm temperatures, which was then entrapped and pressurized behind seepage outlets that were blocked during two subsequent days of freezing conditions.
Dynamics of Structures A Primer by Anil K. Chopra