Titlebook: Landslides: Detection, Prediction and Monitoring; Technological Develo P. Thambidurai,T. N. Singh Book 2023 The Editor(s) (if applicable) a

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大漩涡

the landslide research and practice.This book intends to decipher the knowledge in the advancement of understanding, detecting, predicting, and monitoring landslides. The number of massive landslides and the damages they cause has increased across the globe in recent times. It is one of the most de

Mawkish

Modern Methods of Rock Mass Characterisation and Rockfall Monitoring: A Review,r complex monitoring systems and data processing. Finally, it describes the main groups of monitoring methods based on cluster analysis and principal trends in research papers related to modern methods in rock mass characterisation and rockfall monitoring.

dilute

Stability Assessment of Lateritic Soil Slope Along NH-66, Ratnagiri Maharashtra, India,hod were employed using deterministic and probabilistic approaches to estimate the factor of safety. The result, thus, achieved is quintessential for designing a safe slope. Furthermore, a two-stage stabilization process has been reviewed with sustainable improvement in design for safety has been proposed.

耐寒

发出眩目光芒

Criteria of the Prehistoric Rock Avalanches Identification and Discrimination,c criteria allowing well–grounded identification of the prehistoric rock avalanches and distinguishing their deposits from moraines and debris flow fans. They are exemplified by case studies from Central Asia and the Himalayas.

群岛

Stability Assessment of Markundi Hills Using Q-slope, SMR and Simulation Tools,lity attributes. The cut slopes were initially investigated through kinematic analysis in DIPS software and then geomechanical classification techniques, viz., Q-slope and Continuous-SMR. This assessment enabled us to designate the modes of structurally controlled failures and their extent. Afterwar

Urologist

Geotechnical Investigation of Landslide in Ooty, India,viz. the Ordinary Swedish Method of Slices, Morgensternand Price, Janbu, Bishop, and Spencer were utilized for stability analysis. The results show that the result of Morgenstern and Price method analysis was satisfactory with respect to the slope factor of safty; the factor safety varied 0.455–0.75

带来墨水

宴会

Geological and Geotechnical Studies of Nungkao Landslide Along Imphal-Jiribam National Highway, NH-ntent, which indicates that the soil is of an inorganic origin. The negative (−ve) value of the liquidity index (−1.18) and the positive (+ve) value of the consistency index (3.03) infer that the slope materials remain in the solid-state or semi-solid state, which indicates the slope is stable. Safe