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Problem Analysis and Geotechnical Study at Sengulam Augmentation Scheme

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Sustainable Construction and Building Materials

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 25))

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Abstract

A diversion tunnel was designed as a part of Sengulam Augmentation Scheme to increase the storage in an already existing reservoir at Sengulam, by transferring water available at Kallar River Basin. Adverse problems encountered during tunnelling caused a delay in the progress of the construction work. Completely weathered zones and four sets of shear zones are the geological adversities present in the rock mass that caused different types of failure during driving of the tunnel. The present paper deals with the problem analysis and geotechnical study of the tunnel and suggestion of suitable preventive measure for tunnel collapse.

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References

  1. Wu, S., Wang, G. (2011). Rock mechanical problems and optimization for the long and deep diversion tunnels at Jinping II hydropower station. Journal of Rock Mechanics and Geotechnical Engineering.

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Correspondence to Sinai Michel .

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© 2019 Springer Nature Singapore Pte Ltd.

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Michel, S., Nimmymol, K.A., Zacharia, J., Nazeer, N. (2019). Problem Analysis and Geotechnical Study at Sengulam Augmentation Scheme. In: Das, B., Neithalath, N. (eds) Sustainable Construction and Building Materials. Lecture Notes in Civil Engineering , vol 25. Springer, Singapore. https://doi.org/10.1007/978-981-13-3317-0_29

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  • DOI: https://doi.org/10.1007/978-981-13-3317-0_29

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-13-3316-3

  • Online ISBN: 978-981-13-3317-0

  • eBook Packages: EngineeringEngineering (R0)

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