Journal Articles
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Item Use of geoinformatics and geophysical applications in landslide studies: An overview(World Research Association Vijay Nagar A.B. Road Indore 452 010, 2019) Thejashree, G.; Lokesh, K.N.; Dwarakish, G.S.Landslide is one of the hazardous geological phenomena which is gaining attention worldwide because of destruction caused by it. Due to the drastic increase in urbanization and human intervention in hilly regions, the destruction caused by mass wasting is increasing day by day. Landslides are far from the control of humans. But the destruction and losses caused by these calamites can be minimized, if their occurrence is known before time. This review paper aims at discussing how remote sensing, GIS and geophysical techniques can be utilized for investigation of landslides and mapping of landslide susceptible areas. Geophysical techniques can provide important information on physical characteristics linked with landslide mechanism. Complementarily, remote sensing and Geographical Information System (GIS) techniques play an important role in the generation of thematic layers related to landslide occurrences which aid to produce susceptible, hazard zonation and landslide inventory maps. Such integrated approach on landslides studies can bring about better understanding and help to take up mitigation measures to reduce the landslide hazards. © 2019, World Research Association. All rights reserved.Item A note on the occurrence of landslides in Araku valley and its environs, Visakhapatnam district, Andhra Pradesh, India(2010) Balaji, P.; Pavanaguru, R.; Venkat Reddy, D.The occurrence of landslides in Araku valley and its environs of Visakhapatnam district of Andhra Pradesh have been studied. The slides occurred in a rugged hilly terrain which is a part of Eastern Ghats Mobile Belt. The slides are predominantly debris slides of varying dimensions and occurred in khondalitic country having slopes of the order of 30°. The debris are composed mostly of scree, soil, boulders and weathered rock. The significant causative factor of triggering slides was manifested through heavy rainfall associated with cyclonic storm. The causes of the slope failure include toe erosion, debris accumulation that resulted in blockade, overtopping and changes in the stream courses. The present paper is aimed to identify damage assessment, magnitude of slides and causes of slides with an attempt to suggest some long term corrective and control measures in the area. © 2010 Cafet-Innova Technical Society.Item Analyzing landslide susceptibility, health vulnerability and risk using multi-criteria decision-making analysis in Arunachal Pradesh, India(Springer Science and Business Media Deutschland GmbH, 2023) Rehman, S.; Azhoni, A.Landslides being a widespread disaster are associated with susceptibility, vulnerability and risk. The physical factors inducing landslides are relatively well-known. However, how landslide susceptibility will be exacerbated by climate change, impede the attainment of the sustainable development goals and increase health vulnerability is relatively less explored. We present an integrated assessment of landslide susceptibility, health vulnerability and overall risk to understand these interconnected dimensions using Arunachal Pradesh, India, as a case study, which is susceptible to landslides due to its topography and climate conditions. Landslide susceptibility was examined using twenty landslide conditioning parameters through the fuzzy analytical hierarchy process (FAHP). The susceptibility map was validated using the area under the ROC curve (AUC). National Family Health Survey (NFHS 4) data were used to analyze the health vulnerability, while the overall risk was computed through the integration of susceptibility and vulnerability. Landslide susceptibility analysis indicated that nearly 22% area of the state is characterized by moderate susceptibility followed by high (17%) and very high susceptibility (13%). High elevation, slope, rainfall, SPI, drainage density and complex geology were identified as the causative factors of landslides. In the case of health vulnerability, East Kameng and Lohit districts were found to be very highly vulnerable, while Papum Pare, Changlang and Tirap districts experience high health vulnerability due to high degree of exposure and sensitivity. Overall risk analysis revealed over 16.8% area of the state is under moderate risk followed by high (9.8%) and very high (4.2%) risk. Linking this analysis with the climate change projections and SDG goals attainment revealed that Papum Pare, Upper Subansiri, Tirap and West Kameng require priority for lessening susceptibility, vulnerability and risk for achieving sustainable development. A strong correlation (99%) between HVI and risk further demonstrates the need for lessening health vulnerability and risk in the study area. Furthermore, our study contributes additional insights into landslide susceptibility by considering heal vulnerability and risk which may help in planning sustainable development strategies in a changing climate. © 2022, The Author(s) under exclusive licence to Institute of Geophysics, Polish Academy of Sciences & Polish Academy of Sciences.Item Multihazard Assessment of the Sutlej-Beas River Basin Using Bivariate Statistical Frequency Ratio (FR) Model and Management Barriers of Land-River Interface(Springer Science and Business Media Deutschland GmbH, 2023) Rehman, S.; Azhoni, A.Climate change coupled with increased anthropogenic activities intensifies the potency and frequency of extreme weather events. While multihazard assessments of these extreme weather events enhance the estimation of hazard susceptibility, it must be coupled with identifying institutional barriers of managing the land-river interface. Thus, this study has carried out a multihazard susceptibility assessment based on landslide and flood susceptibility in the Sutlej-Beas River basin and prepared flood and landslide susceptibility maps using eleven causative parameters through a bivariate statistical frequency ratio (FR) model. This statistical evaluation of hazard susceptibility from multiple factors is supplemented by identifying the key barriers of managing the land-river interface, producing a more comprehensive understanding of the challenges of mitigating extreme weather-related hazards in a river basin. Nearly 51% of the study area was identified as susceptible to landslide while 43% was under flood and 48% area was observed under multihazard susceptibility. Landslides, floods, and multihazard followed a similar pattern of spatial distribution where elevation, population, drainage density, stream power index (SPI), and rainfall were identified as the contributing parameters. Changing attitudes of people toward rivers, lack of coordination among different stakeholders, and deficit funds were identified as prominent barriers in the case of land-river management. Susceptibility maps generated in this study will help in identifying the areas under hazard susceptibility while the identified institutional barriers may guide towards contextual sustainable planning of the basin and attainment of sustainable development goals. © 2023, The Author(s), under exclusive licence to Springer Nature Switzerland AG.Item An Appraisal of the Mechanism and Research Development Status of Anti-slide Piles as Effective Technique for Landslide Risk Reduction(Springer, 2024) Jose, D.; Kolathayar, S.; Nayak, S.The increased frequency of landslides and associated devastations necessitates developing sustainable mitigation measures. The present paper aims to appraise the research developments in enhancing slope stability using anti-slide piles for landslide mitigation. The previous researchers made an immense effort to identify the soil–structure interaction of the anti-slide pile. The soil arching between the piles was identified as the soil–pile interaction mechanism. A detailed review of the soil arching between the piles is performed, and the observations are presented in detail. Recently, different sustainable methods for the analysis and design of anti-slide piles have been developed. An attempt was made to carry out a comprehensive review of the analysis methods and their critical features, and the observations are provided. The parameters affecting the performance of the anti-slide piles were identified, and the influence of those parameters on the behavior of piles is also discussed. Finally, the novel designs developed by researchers to overcome the limitations of conventional anti-slide piles and the utilization of sustainable materials as anti-slide piles were appreciated. The authors like to highlight that anti-slide piles are an effective solution for landslide risk reduction, and there is further scope for research in this field. © The Author(s), under exclusive licence to Indian Geotechnical Society 2024.Item Influence of Angle of Internal Friction and Slope Face Angle on Kinematic Failures in Marble Mines: A Predictive Approach(Springer, 2025) Sinha, S.; Tripathi, A.K.; Akhil, A.; Kumar, M.This study investigates the kinematic stability of slopes in two opencast marble mines, focusing on the variation of dip angles of the slope and angles of internal friction on overall slope stability. The research draws on joint orientation data collected from the mines to perform detailed kinematic analyses, examining different slope faces at various dip directions that gave a probability of failure. A crucial part of the study involved statistical analysis by curve-fitting model to establish a relationship between the dip angle (or overall pit angle) and the angle of internal friction. The relationship was found to be nonlinear following a trend of 3rd-degree polynomial equation. Additionally, sensitivity analysis was conducted to further understand the relationship between these critical parameters. The sensitivity index was calculated by finite difference method where the parameters dip angle and angle of internal friction were taken into consideration by keeping one of the parameter constants and varying the other parameter and vice versa to find out the dependency of the varying parameter on the probability of failure. This multifaceted approach not only validates the importance of these variables, but also provides a predictive framework for assessing slope failure risks. © The Author(s), under exclusive licence to Indian Geotechnical Society 2025.Item Rainfall-Induced Slope Instability in a Tilting Flume: Analysis of Pore Pressure Variations and Surface Crack Percentage(Springer, 2025) Menon, V.; Kolathayar, S.This study investigates the relationship between surface crack development and excess pore water pressure (EPWP) during rainfall-induced debris flow conditions. A custom-designed tilting flume integrated with a rainfall simulator was fabricated to replicate slope failure scenarios. Silty sand was tested under controlled conditions on 45° and 60° slopes with identical rainfall intensities. Surface cracks were quantified using an image processing algorithm to calculate crack percentages, and real-time EPWP measurements were recorded to assess their correlation. The results demonstrate that surface crack formation significantly influences EPWP, suggesting a potential interdependence between these parameters. Furthermore, the study evaluates whether EPWP can serve as an effective threshold parameter for landslide early warning systems (LEWS). These findings contribute to a better understanding of landslide mechanics and provide critical insights for enhancing LEWS design and implementation. © The Author(s), under exclusive licence to Indian Geotechnical Society 2025.Item 3D Finite Element Analysis of Anti-slide Pile Performance for Slope Stabilization(Springer Science and Business Media Deutschland GmbH, 2025) Jose, D.; Kolathayar, S.; Nayak, S.The stability of the slope plays a significant role in the formation and development of landslides. Among numerous slope stabilizing techniques, the reinforcement using anti-slide piles is an efficacious method for mitigating slope failures. These piles are usually installed in a row with uniform spacing, which will anchor the unstable zone to the deeper stable strata, thus maintaining the stability of the slope. In this study numerical analysis of the pile reinforced was carried out using the finite element software PLAXIS 3D to appraise the performance of anti-slide piles for controlling landslides. The variation of the factor of safety with the pile position, pile spacing, pile length, and shape of the pile was identified based on the safety analysis using the strength reduction method. The anti-slide pile effectively stabilized the slope and enhanced the safety factor by 1.4 times. The fixity of the pile head influences the performance of anti-slide piles, and fixed-head piles excels than free-head piles. The optimum position for placing the pile was observed as the middle of the slope for fixed head piles and near the toe of the slope for free head piles. The optimum spacing between the piles is recommended to be five times the diameter of the pile. A critical pile length of 0.8 times the height of the slope is suggested for attaining the maximum factor of safety and effective anchoring, and square-shaped piles are recommended. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2024.Item Slope Stability Analyses and Design for a Telecommunication Tower Site in Kodagu—Limit Equilibrium and Finite Element Approach with Spatial Data Integration(Springer Science and Business Media Deutschland GmbH, 2025) Menon, V.; Anjana, S.; Kolathayar, S.This paper examines slope stability issues at the All-India Radio Telecommunication tower site in Kodagu, Coorg, Karnataka, India, where the hillock on which the tower stands has shown signs of instability after the monsoon of 2022. This study proposes reclamation strategies to mitigate future landslips in the region. A spatial analysis utilizing open-source Digital Elevation Models and Scoop3D software was performed to identify critical locations prone to landslips. The designs were assessed using the Limit Equilibrium method (LEM) and Finite Element method (FEM). Both static and pseudo-static conditions were considered in the analyses, with and without reinforcement, using the Limit Equilibrium Method and Finite Element Method. The proposed design aligns with the United Nations Sustainable Development Goals (SDGs) 9 and 11, demonstrating a significant increase in the Factor of Safety by more than 10%. The study recommends a geocell-based hybrid retaining system as a comprehensive solution to enhance slope stability and protect the site from future landslips. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2025.Item Debris flow in c-? soil: experimental analyses of pore pressure variations, crack percentage, digital image correlation (DIC) and particle image velocimetry (PIV)(Springer, 2025) Menon, V.; Kolathayar, S.Debris flow is the aftermath of soil losing its strength due to an increase in moisture content, which is initiated by Rainfall. This study investigates rainfall-induced debris flow in c-? soil predominantly found in the Western Ghats, India. The experimental setup utilised the tilting flume technique to simulate a 45-degree slope, replicating field conditions in terms of field density and natural moisture content. Excess pore water pressure (EPWP) variations were monitored during simulated rainfall events with an intensity of 30 mm/h. The findings indicate that the decrease in EPWP observed during the experiments Following a peak value and coincides with the initiation of soil movement, which occurs after the formation of shear cracks on the soil surface. To substantiate these observations, a masking algorithm based on OpenCV was employed to analyse fluctuations in crack percentage. Particle image velocimetry (PIV) and Digital Image Correlation (DIC) quantified particle velocity-displacement dynamics using high-definition camera imagery over time, which validated the initiation of landslides. It was observed that the rapid decline in EPWP serves as a critical precursor to potential landslide occurrences, underscoring the pivotal role of these metrics in early landslide prediction and risk assessment. This research contributes valuable insights into understanding landslide mechanics under controlled laboratory conditions, with implications for early landslide detection and hazard mitigation strategies in landslide-prone regions. © Indian Academy of Sciences 2025.