Titlebook: Earth Retaining Structures and Stability Analysis; Proceedings of the I Kasinathan Muthukkumaran,Balunaini Umashankar,N. K Conference proce

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,Restoration Measures of Landslide Affected Valley Slope—A Case Study of Tindharia Area Along NH 55 on the valley slopes in total of three numbers of locations within the chainage from km 50?+?155 to 53?+?485 in and around location of “Tindharia” area along NH 55, i.e., Darjeeling–Siliguri road in the state of West Bengal on September 18, 2011. The landslides happened during the rainy season of th

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Effect of Hysteretic SWCC on Marappalam Rainfall-Triggered Slope Failure,epends on soil water retention. Soil suction at a given soil moisture can be evaluated by a soil water characteristic curve (SWCC). SWCCs obtained by drying and wetting the soil specimen methods are not identical due to the effect of hysteresis. The response of slopes to drying and wetting cycles du

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Effect of Antecedent Uniform Rainfall Pattern on the Stability of a Typical Northeastern Slope,st India are triggered primarily by rainfall and secondarily by earthquakes. Among which significant rainfall-induced landslides were attributed to antecedent rainfalls. Antecedent rainfall is the rainfall that happens before failure. There is much evidence that there is no rainfall during the lands

Diverticulitis

Response of Isolated Shallow Footing on Sloping Ground with Dynamic Loading,every year, considerable numbers of slope failures are taking place, causing economic losses, and, in some worse cases, loss of lives as well. Ensuring the stability of slope has always been a challenging task for a geotechnical engineer, especially in an area where dynamic forces like earthquakes a

Bricklayer

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A Comprehensive Review on Rainfall-Induced Slope Failures: Mechanism, Models, and Influencing Facto pressure. Failure of slopes has caused significant damage to economy and infrastructure. This paper throws light on stability analysis of slopes failed due to rainfall. The mechanism, concepts, analytical and numerical model, and various influencing factors are discussed in detail. Factors influenc

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Optimum Thickness of Veneer Cover Soil of MSW Landfill for Stability Against Uplifted-Floating Fail and durability. This influences the overall performance of the municipal solid waste (MSW) landfill. The water clogged in the drainage layer of the landfill cover system is termed as an internal seeper. The level of internal seeper in the drainage layer is defined as the immersion ratio (.), which

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A Concise Review of State-of-the-Art on Landslide Monitoring and Warning System in India, human lives and property. According to NIDM 2016, India reported that slope failures affected 15% of the total area. Because of climatic changes, the frequency of landslide occurrences was rapidly increasing. As a result, it is critical to reduce the risk associated with these disasters by implemen

Allodynia

Probabilistic Slope Stability Analysis of Bioreactor Landfills,l” is the adopted technology in one such alternative method where landfills are designed primarily to enhance the waste decomposition, gas production, and waste stabilization. In bioreactor landfill operation, leachate or waste water is recirculated in order to maintain the optimum moisture content

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