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Jorat, Ehsan M; Mörz, Tobias; Moon, Vicki G; Kreiter, Stefan; de Lange, Willem P (2016): Cone resistance, pore pressure, and vertical effective stress of CPT29a dredged area. PANGAEA, https://doi.org/10.1594/PANGAEA.861935, In supplement to: Jorat, EM et al. (2015): Utilizing piezovibrocone in marine soils at Tauranga Harbor, New Zealand. Geomechanics and Engineering, 9(1), 1-14, https://doi.org/10.12989/gae.2015.9.1.001

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Coverage:
Latitude: -37.659172 * Longitude: 176.176433
Minimum DEPTH, sediment/rock: 0.0 m * Maximum DEPTH, sediment/rock: 13.0 m
Event(s):
Static_CPT1 (CPT29a) * Latitude: -37.659172 * Longitude: 176.176433 * Elevation: -13.5 m * Location: Tauranga Harbor, New Zealand * Method/Device: Cone penetration testing-lance GOST (GOST) * Comment: Feb/March 2012
Parameter(s):
#NameShort NameUnitPrincipal InvestigatorMethod/DeviceComment
1DEPTH, sediment/rockDepthmJorat, Ehsan MGeocode – Corrected depth
2Depth, uncorrectedDepth uncorrmJorat, Ehsan M
3Cone resistanceqckPaJorat, Ehsan MCone penetration testTip
4Pore pressureu2kPaJorat, Ehsan MCone penetration test
5Vertical effective stressSigmaV efkPaJorat, Ehsan MCone penetration test
Size:
516 data points

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