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Landslides in Nilgiris: Causal Factors and Remedial Measures

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In this article, the authors gave an over view of the various causal factors involved in triggering of landslides in Nilgiris and suggested that cutting of slope at toe, heavy loading on slope at crest, blocking of surface drainage system and choking of weep holes in retaining structures, improper planning and design/implementation of remedial measures, vegetation removal and dumping are possibly the main causal factors for most of the landslides during heavy rainfall.
Abstract
Landslide is a major natural hazard which affects 15% land area of the country. Himalayas and Nilgiris are most affected locations due to landslides in India. Rainfall is the major triggering factor for landslides in Nilgiris, whereas some of the Himalayan regions experienced landslides due to combination of rainfall and earthquake. Though the rainfall is a major triggering factor, some of the other causative factors are also responsible for triggering of landslides in Nilgiris. The present study gives an over view of the various causal factors involved in triggering of landslides in Nilgiris. It is found that, cutting of slope at toe, heavy loading on slope at crest, blocking of surface drainage system and choking of weep holes in retaining structures, improper planning and design/implementation of remedial measures, vegetation removal and dumping are possibly the main causal factors for most of the landslides in Nilgiris during heavy rainfall. The study also suggest, though the retaining walls are commonly adopted as remedial measures, cost effective subsurface drainage systems together with slope reinforcement might be effective solution to control the landslides in many locations. Present study also gives an over view on the use of numerical analysis pertaining to landslides in Nilgiris together with on-going detailed site specific geotechnical investigation.

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Journal ArticleDOI

Exploring the gap between policy and action in Disaster Risk Reduction: A case study from India

TL;DR: In this paper, the authors explore the case of India, using the example of landslide risk management, and demonstrate that while the national government appears to have made considerable efforts to move in line with the UNDRR approaches, the eventual outcome of these efforts at the regional and local level is largely an incremental improvement on the existing DRR approach and not a paradigm shift in understanding and addressing disaster risk.
Journal ArticleDOI

Application of Frequency Ratio and Logistic Regression Model in the Assessment of Landslide Susceptibility Mapping for Nilgiris District, Tamilnadu, India

TL;DR: In this paper, a landslide susceptibility mapping for Nilgiris district of Tamil Nadu, India using GIS and remote sensing is presented. And the results convey that about 8.78% and 23.22% of the study area were found to be prone to very high landslide susceptibility zones based on the frequency ratio and logistic regression model, respectively.
References
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Journal Article

Slope movement types and processes

TL;DR: In this article, a fairly complete range of slope movement processes are identified and classified according to features that are also to some degree relevant to their recognition, avoidance, control, or correction.
Book

Use of Vegetation in Civil Engineering

N.J. Coppin, +1 more
TL;DR: A range of bioengineering applications relevant to the United Kingdom construction industry can be found in this article, including slope stabilisation, water erosion control, watercourse and shoreline protection, vegetation barriers against noise or for wind protection, and control of runoff in small catchments.
Journal ArticleDOI

Analysis of Rainfall-Induced Debris Flows

TL;DR: In this article, the authors investigated the behavior of soil from a debris flow source area and established appropriate stability analysis procedures, including a complete stability analysis including an effective stress analysis with constant-shear-drained parameters to determine the potential for failure initiation, and an undrained strength analysis using undrained residual strength.
Journal ArticleDOI

Modeling of Rainfall-Induced Shallow Landslides of the Flow-Type

TL;DR: In this article, the authors deal with the modeling of failure and post-failure stage of shallow landslides of the flow-type that often affect natural shallow deposits of colluvial, weathered, and pyroclastic origin.
Journal ArticleDOI

Slope Stabilizing Piles and Pile-Groups: Parametric Study and Design Insights

TL;DR: In this article, the authors used a hybrid method for analysis and design of slope stabilizing piles that was developed in a preceding paper by the writers and derived insights about the factors influencing the response of piles and pile-groups.
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Which vegetation is found in Nilgiris?

It is found that, cutting of slope at toe, heavy loading on slope at crest, blocking of surface drainage system and choking of weep holes in retaining structures, improper planning and design/implementation of remedial measures, vegetation removal and dumping are possibly the main causal factors for most of the landslides in Nilgiris during heavy rainfall.