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Geotechnical Design Parameters for a Metro Tunnel from Pressuremeter Tests

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Geotechnics for Transportation Infrastructure

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 29))

Abstract

Being an in situ test, the pressuremeter provides a reliable assessment of soil parameters, eliminating the influence of sample disturbance. The paper outlines the analysis of pressuremeter data to interpret parameters such as undrained shear strength, pre-consolidation pressure, over-consolidation ratio, and in situ horizontal stress. The test was used effectively in conjunction with borehole data to assess the geotechnical parameters for the design of a metro tunnel. Data from two locations along the metro tunnel alignment are presented here.

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References

  • Baguelin F, Jezequel JF, Shields DH (1978) The pressuremeter and foundation engineering. Trans Tech Publications, Clausthal

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  • Clarke BG (1995) Pressuremeters in geotechnical design. Blackie Academic and Professional

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  • Krishnan MS (1986) Geology of India and Burma. CBS Publishers, New Delhi

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Correspondence to Ravi Sundaram .

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© 2019 Springer Nature Singapore Pte Ltd.

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Sundaram, R., Gupta, S., Gupta, S., Lal, B. (2019). Geotechnical Design Parameters for a Metro Tunnel from Pressuremeter Tests. In: Sundaram, R., Shahu, J., Havanagi, V. (eds) Geotechnics for Transportation Infrastructure. Lecture Notes in Civil Engineering , vol 29. Springer, Singapore. https://doi.org/10.1007/978-981-13-6713-7_5

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  • DOI: https://doi.org/10.1007/978-981-13-6713-7_5

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-13-6712-0

  • Online ISBN: 978-981-13-6713-7

  • eBook Packages: EngineeringEngineering (R0)

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