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2021 | OriginalPaper | Buchkapitel

A Study on the Erodibility of Lateritic Soil Due to Flooding

verfasst von : Zoheb Faisal, P. Muhammed Shibil, P. K. Jayasree, J. Jayamohan

Erschienen in: Proceedings of the Indian Geotechnical Conference 2019

Verlag: Springer Singapore

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Abstract

Soil erosion is a process of detachment and transportation of soil materials from its original place by the action of various erosive forces. Erodibility of soils is referred to as the vulnerability of the soils to get eroded. Laterite soil is one of the major types of soil found in Kerala, which is rich in iron and aluminium content. So, the present study aims at identifying the key parameters affecting the erodibility of lateritic soils during floods as well as studying its effects on lateritic slopes. Also, the study focuses on the measurement of quantum of erosion by developing a suitable test set-up. The flood parameters are considered as the key parameters for the erodibility study. The test set-up consists of a tank with a lateritic slope inside, an inlet tank (storage tank) and a sediment collecting tank. Water is allowed to flow from the inlet tank towards the lateritic slope, and the water along with eroded soil is collected in the sedimentation tank after passing through a strainer. Tests are carried out under various flood parameters such as the velocity of flood water, the height of flood water and duration of water flow at a slope of 2.5:1 maintaining a bulk density of 18 kN/m3. The quantum of erosion is measured in terms of the total weight of the eroded material. The variations in the erosion rate under varying flood parameters are studied.

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Literatur
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Zurück zum Zitat Shaikh, A., Ruff, J.F., Charlie, W.A., Abt, S.R.: Erosion rate of dispersive and nondispersive clays. Journal of Geotechnical Engineering 114(5), 589–600 (1988)CrossRef Shaikh, A., Ruff, J.F., Charlie, W.A., Abt, S.R.: Erosion rate of dispersive and nondispersive clays. Journal of Geotechnical Engineering 114(5), 589–600 (1988)CrossRef
2.
Zurück zum Zitat Wan, C.F., Fell, R.: Investigation of rate of erosion of soils in embankment dams. Journal of Geotechnical and Geoenvironmental Engineering 130(4), 373–380 (2004)CrossRef Wan, C.F., Fell, R.: Investigation of rate of erosion of soils in embankment dams. Journal of Geotechnical and Geoenvironmental Engineering 130(4), 373–380 (2004)CrossRef
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Zurück zum Zitat Indraratna, B., Muttuvel, T., Khabbaz, H., Armstrong, R.: Predicting the erosion rate of chemically treated soil using a process simulation apparatus for internal crack erosion. Journal of Geotechnical and Geoenvironmental Engineering 134(6), 837–844 (2008)CrossRef Indraratna, B., Muttuvel, T., Khabbaz, H., Armstrong, R.: Predicting the erosion rate of chemically treated soil using a process simulation apparatus for internal crack erosion. Journal of Geotechnical and Geoenvironmental Engineering 134(6), 837–844 (2008)CrossRef
4.
Zurück zum Zitat Indraratna, B., Muttuvel, T., Khabbaz, H.: Modelling the erosion rate of chemically stabilized soil incorporating tensile force–deformation characteristics. Can. Geotech. J. 46(1), 57–68 (2009)CrossRef Indraratna, B., Muttuvel, T., Khabbaz, H.: Modelling the erosion rate of chemically stabilized soil incorporating tensile force–deformation characteristics. Can. Geotech. J. 46(1), 57–68 (2009)CrossRef
Metadaten
Titel
A Study on the Erodibility of Lateritic Soil Due to Flooding
verfasst von
Zoheb Faisal
P. Muhammed Shibil
P. K. Jayasree
J. Jayamohan
Copyright-Jahr
2021
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-33-6346-5_56