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    Rainfall-Induced Landslides: Case Study of the Marappalam Landslide, Nilgiris District, Tamil Nadu, India

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 009
    Author:
    Senthilkumar V.;Chandrasekaran S. S.;Maji V. B.
    DOI: 10.1061/(ASCE)GM.1943-5622.0001218
    Publisher: American Society of Civil Engineers
    Abstract: Rainfall-induced landslides are common natural hazards in tropical regions. The present study investigates a rainfall-induced landslide that occurred in 29 in the Marappalam area of Nilgiris district, Tamil Nadu, India. It was triggered by a high-intensity short period of rainfall that occurred after a prolonged low-intensity rainfall at Marappalam. The effect of rainfall infiltration on the unsaturated residual soil slope was investigated by transient seepage analysis using the finite difference method. The fluid–mechanical interaction of unsaturated soil has been obtained using coupled fluid flow analysis. The analysis was carried out in two stages. The first stage saw prolonged low-intensity rainfall of 71 mm over 8 months. The second stage showed a short-duration, high-intensity rainfall of 719 mm in just 1 days, which caused a landslide in Marappalam. It was observed that the first rainfall event saturated the Marappalam slope to a degree of saturation of .6. The saturation level increased during the second rainfall, which advanced the wetting front to the lower layer of the Marappalam slope and saturated the slope to the degree of saturation of .8. The wetting front reached the soil–rock interface at the end of the second rainfall event, increasing soil saturation and seepage force, accompanied by reduction in matric suction and the subsequent development of positive pore water pressure. The development of positive pore water pressure decreased the effective stress, thus reducing the shear strength of the soil along the soil–rock interface, causing landslide in Marappalam. The study also described the relationship between rainfall and landslide occurrence based on daily and antecedent rainfall in conjunction with past landslide events occurring in the Marappalam region. The rainfall-threshold relationship provided the optimum level of daily and 5-day antecedent rainfall required to trigger landslides in the Marappalam region, which can be used for early warnings at the regional level.
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      Rainfall-Induced Landslides: Case Study of the Marappalam Landslide, Nilgiris District, Tamil Nadu, India

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4249882
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    • International Journal of Geomechanics

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    contributor authorSenthilkumar V.;Chandrasekaran S. S.;Maji V. B.
    date accessioned2019-02-26T07:51:36Z
    date available2019-02-26T07:51:36Z
    date issued2018
    identifier other%28ASCE%29GM.1943-5622.0001218.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249882
    description abstractRainfall-induced landslides are common natural hazards in tropical regions. The present study investigates a rainfall-induced landslide that occurred in 29 in the Marappalam area of Nilgiris district, Tamil Nadu, India. It was triggered by a high-intensity short period of rainfall that occurred after a prolonged low-intensity rainfall at Marappalam. The effect of rainfall infiltration on the unsaturated residual soil slope was investigated by transient seepage analysis using the finite difference method. The fluid–mechanical interaction of unsaturated soil has been obtained using coupled fluid flow analysis. The analysis was carried out in two stages. The first stage saw prolonged low-intensity rainfall of 71 mm over 8 months. The second stage showed a short-duration, high-intensity rainfall of 719 mm in just 1 days, which caused a landslide in Marappalam. It was observed that the first rainfall event saturated the Marappalam slope to a degree of saturation of .6. The saturation level increased during the second rainfall, which advanced the wetting front to the lower layer of the Marappalam slope and saturated the slope to the degree of saturation of .8. The wetting front reached the soil–rock interface at the end of the second rainfall event, increasing soil saturation and seepage force, accompanied by reduction in matric suction and the subsequent development of positive pore water pressure. The development of positive pore water pressure decreased the effective stress, thus reducing the shear strength of the soil along the soil–rock interface, causing landslide in Marappalam. The study also described the relationship between rainfall and landslide occurrence based on daily and antecedent rainfall in conjunction with past landslide events occurring in the Marappalam region. The rainfall-threshold relationship provided the optimum level of daily and 5-day antecedent rainfall required to trigger landslides in the Marappalam region, which can be used for early warnings at the regional level.
    publisherAmerican Society of Civil Engineers
    titleRainfall-Induced Landslides: Case Study of the Marappalam Landslide, Nilgiris District, Tamil Nadu, India
    typeJournal Paper
    journal volume18
    journal issue9
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001218
    page5018006
    treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 009
    contenttypeFulltext
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