Titlebook: Landslide Science for a Safer Geoenvironment; Vol.1: The Internat Kyoji Sassa,Paolo Canuti,Yueping Yin Conference proceedings 2014 Springe

OCTO

Discrete Boundary Shear Strength of a Landslide at High Rainfall Precipitation Zone in Sri Lankahave an average effective cohesion, C′, of 2.84–4.74 kPa and effective angle of internal friction, ?′, of 11.42°–18.14°. In addition, the laboratory Ring Shear test results give residual angle of internal friction, ?.′, of 9.48° and effective cohesion, c.′, of 0.0 kPa. On the other hand, the laborat

蘆筍

帶來墨水

Palpate

macrophage

Landslide Risk in South-East Nigeria: Important Facilities Under Serious Threat stable facilities and fatalities. In this paper, a new concept of delayed liquefaction is proposed to explain the behavior of the soils: the trend of pore pressure development and the magnitude of excess pore-water pressure at the residual state are constant regardless of initial stress level. The

剝皮

Assessing Landslide Frequency for Landform Hazard Zoning Purposesws, earthflows, and rock falls. This analysis divided the watershed into 12 mass-wasting landforms on which gravitational processes occur: inner gorges, headwalls, active scarps of deep-seated landslides, meanders, plains, three types of hillslopes classified by their gradient (low, moderate, and hi

教唆

Comparison of Soil Modulus E, of Residual Soil Slope Failures in Two Different Rainfall Zones between the particles and leads to a high soil modulus. This is especially apparent when considering the stiffness of dried clay. Slope stability analysis enables the identification of risky areas, but the lack of knowledge in terms of variability against the saturations and elastic deformations of

泥瓦匠

他日關(guān)稅重重

,Plenary: Progress in Regional Landslide Hazard Assessment—Examples from the USA

iodides