Utilizing piezovibrocone in marine soils at Tauranga Harbor, New Zealand

M. Ehsan Jorat, Tobias Morz, Vicki Moon, Stefan Kreiter, Willem de Lange

Research output: Contribution to journalArticle

  • 1 Citations

Abstract

Piezovibrocones have been developed to evaluate the liquefaction potential of onshore soils, but have not yet been utilized to evaluate the in-situ liquefaction behavior of offshore marine and volcanoclastic sediments. Two static and vibratory CPTu (Cone Penetration Tests) were performed at Tauranga Harbor, New Zealand. The lithology is known from nearby drillholes and the influence of vibration on different types of marine soils is evaluated using the reduction ratio (RR) calculated from static and vibratory CPTu. A sediment layer with high potential for liquefaction and one with a slight reaction to cyclic loading are identified. In addition to the reduction ratio, the liquefaction potential of sediment is analyzed using classic correlations for static CPTu data, but no liquefaction potential was determined. This points to an underestimation of liquefaction potential with the classic static CPTu correlations in marine soil. Results show that piezovibrocone tests are a sensitive tool for liquefaction analysis in offshore marine and volcanoclastic soil.
Original languageEnglish
Pages (from-to)1-14
Number of pages14
JournalGeomechanics and Engineering
Volume9
Issue number1
DOIs
StatePublished - 31 Jul 2015
Externally publishedYes

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liquefaction
Liquefaction
soil
Soils
sediment
Sediments
harbor
Ports and harbors
cone penetration test
cyclic loading
vibration
lithology
Lithology
Cones

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Jorat, M. E., Morz, T., Moon, V., Kreiter, S., & de Lange, W. (2015). Utilizing piezovibrocone in marine soils at Tauranga Harbor, New Zealand. Geomechanics and Engineering, 9(1), 1-14. DOI: 10.12989/gae.2015.9.1.001

Jorat, M. Ehsan; Morz, Tobias; Moon, Vicki; Kreiter, Stefan; de Lange, Willem / Utilizing piezovibrocone in marine soils at Tauranga Harbor, New Zealand.

In: Geomechanics and Engineering, Vol. 9, No. 1, 31.07.2015, p. 1-14.

Research output: Contribution to journalArticle

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abstract = "Piezovibrocones have been developed to evaluate the liquefaction potential of onshore soils, but have not yet been utilized to evaluate the in-situ liquefaction behavior of offshore marine and volcanoclastic sediments. Two static and vibratory CPTu (Cone Penetration Tests) were performed at Tauranga Harbor, New Zealand. The lithology is known from nearby drillholes and the influence of vibration on different types of marine soils is evaluated using the reduction ratio (RR) calculated from static and vibratory CPTu. A sediment layer with high potential for liquefaction and one with a slight reaction to cyclic loading are identified. In addition to the reduction ratio, the liquefaction potential of sediment is analyzed using classic correlations for static CPTu data, but no liquefaction potential was determined. This points to an underestimation of liquefaction potential with the classic static CPTu correlations in marine soil. Results show that piezovibrocone tests are a sensitive tool for liquefaction analysis in offshore marine and volcanoclastic soil.",
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Jorat, ME, Morz, T, Moon, V, Kreiter, S & de Lange, W 2015, 'Utilizing piezovibrocone in marine soils at Tauranga Harbor, New Zealand' Geomechanics and Engineering, vol 9, no. 1, pp. 1-14. DOI: 10.12989/gae.2015.9.1.001

Utilizing piezovibrocone in marine soils at Tauranga Harbor, New Zealand. / Jorat, M. Ehsan; Morz, Tobias; Moon, Vicki; Kreiter, Stefan; de Lange, Willem.

In: Geomechanics and Engineering, Vol. 9, No. 1, 31.07.2015, p. 1-14.

Research output: Contribution to journalArticle

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Jorat ME, Morz T, Moon V, Kreiter S, de Lange W. Utilizing piezovibrocone in marine soils at Tauranga Harbor, New Zealand. Geomechanics and Engineering. 2015 Jul 31;9(1):1-14. Available from, DOI: 10.12989/gae.2015.9.1.001