Titlebook: Understanding and Reducing Landslide Disaster Risk; Volume 6 Specific To Željko Arbanas,Peter T. Bobrowsky,Kaoru Takara Book 2021 Springer

SLUMP

娴熟

PALL

Recent Earthquakes that Hit Areas Covered and/or Underlain by Pyroclastic Matters and Their Impacts we’ve ever recorded since the Meiji era. The observed geometric features of the multiple landslide masses have a striking resemblance to those in a past event; the fact thus inspires a feeling of hope that this resemblance will allow for quick estimation of runout distances of these landslide masses

脆弱吧

Relation Between Horizontal Direction of Crustal Deformation Surveyed on the Control Points and Areaance of 6000 m. It is thought that the dominant inertial force of the faulting directly affected the slopes and triggered failures near the fault. The peak of the slope failure area ratio was 2.2–3.5% at the distance of 2000 m, where the amount of the crustal deformation was 0.6–0.9 m along the NW(N

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largesse

热心

Water Exfiltration from Bedrock: A Drastic Landslide Triggering Mechanismith the overlying soil mantle on the stability of the slope. Moreover, the behaviour of the full-scale test slope prior to the failure induced by the artificial rainfall event, and/or water exfiltration from the bedrock, was investigated using coupled hydro-mechanical numerical methods. The results

Outmoded

Controls on Landslide Size: Insights from Field Survey Datae empirically agrees well with a simple power law relationship above a certain size threshold. Below this size, there exists a rollover effect. The local topographic conditions and landslide type play an important role in landslide size. About 33% of landslides occurred within a slope gradient betwe

Cupping

闹剧

Investigation of Internal Erosion of Wide Grading Loose Soil—A Micromechanics-Based Studyre structure are analyzed quantitatively with serial tomography which uses scanning electron microscopy. The results of statistical analysis of pore size distribution are also presented. Compared with traditional silty soil with bimodal pore size distributions, WGLS corresponds to a second peak with