Titlebook: Semi-quantitative Approaches for Landslide Assessment and Prediction; Sujit Mandal,Ramkrishna Maiti Book 2015 Springer Science+Business Me

garrulous

Geo-spatial Variability of Physiographic Parameters and Landslide Potentiality,le, slope aspect, slope curvature, lithological composition, and lineament as well as behaviour of slope materials such as texture, cohesion (c), friction angle (.), water holding capacity, porosity, weight soil density and density of soil water were assessed and found out the relationship with land

小官

Impact Assessment of Hydrologic Attributes and Slope Instability,nds upon the prevalence of various hydrologic variables. In the present work, the excess and deficit moisture period in a year and its role in slope instability were assessed studying rainfall and evapotranspiration. Study envisages that July and August are the most consistent rainfall months of the

anarchist

Surface Run-off, Soil Erosion and Slope Instability,timation of surface run-off and its better understanding reveals a clear idea about the degree and amount of surface erosion and slope vulnerability over the space. In this chapter Soil Conservation Service (SCS) Run-off Curve Number (CN) model proposed by United State Department of Agriculture (USD

Accede

Geomorphic Threshold and Landslide,ted incorporating geo-technical parameters such as angle of internal friction (.), slope angle (⊖), upslope contributing area (UCA), transmissivity (T), wet soil density (p.), and density of water (p.). Cohesion (c), angle of internal friction (.), unit weight of the materials (γ), and slope angle (

恶意

Slope Stability Model and Landslide Susceptibility Using Geo-technical Properties of Soil,friction (φ), soil saturation index (m), soil density (γ.) and density of water (γ.) and to construct 1D (one dimensional) Slope stability model for preparing the slope instability map under dry, semi-saturated and saturated condition of the landslide prone small hilly Shivkhola Watershed of Darjeel

Lipoprotein(A)

inscribe

Landslide Mitigation, action might reduce the risk. Various components such as susceptibility analysis, hazard and risk identification, consequence analysis, hazard analysis, and risk evaluation are included in the landslide management framework. In the present study of the Shivkhola Watershed for slope stabilization, s

不自然

Geomorphic Threshold and Landslide,al rain to slope failure and its return period. The temporal probability of the landslide events were estimated applying . and .l based on past landslide occurrences. The probability model suggests that occurrences of major landslides with more than 90 % certainty could be expected in every 7.5 years.

Palate

Book 2015ng to landslide in the Shiv khola Watershed, the most worst affected region of Darjiling Himalaya. This book includes the parameters responsible for landslide events in mountainous areas. It provides knowledge and understanding to the local people, planners, and policy makers about the causes and co

cauda-equina