References
- Ahmadi, M.M., Byrne, P.M. and Campanella, R.G. (2005), "Cone tip resistance in sand: modeling, verification, and applications", Can. Geotech. J., 42(4), 977-993. https://doi.org/10.1139/t05-030
- Bonita, J., Mitchell, J.K. and Brandon, T.L. (2004), "The effect of vibration on the penetration resistance and pore water pressure in sands", Proceedings of ISC-2 on Geotechnical and Geophysical Site Characterization, (Viana da Fonseca & Mayne Eds.), Rotterdam, Netherlands, pp. 843-851.
-
Briggs, R.M., Houghton, B.F., McWilliams, M. and Wilson, C.J.N. (2005), "
$^{40}Ar/^{39}$ Ar ages of silicic volcanic rocks in the Tauranga- Kaimai area, New Zealand: dating the transition between volcanism in the Coromandel Arc and the Taupo Volcanic Zone", New Zealand J. Geol. Geophys., 48, 459-469. https://doi.org/10.1080/00288306.2005.9515126 - Danziger, F.A.B. and Lunne, T. (2012), "Rate effect on cone penetration test in sand", Geotech. Eng. J. SEAGS & AGSSEA, 43, 72-81.
- Davis, A.M. and Bennell, J.D. (1986), "Dynamic Properties of Marine Sediments", Ocean Seismo-Acoustics, NATO Conference Series, 16, 501-510.
- Davis, Jr. R.A. and Healy, T.R. (1993), "Holocene coastal depositional sequences on a tectonically active setting: southeastern Tauranga Harbour, New Zealand", Sediment. Geol., 84, 57-69. https://doi.org/10.1016/0037-0738(93)90045-7
- Gledhill, K., Ristau, J., Reyners, M., Fry, B. and Holden, C. (2010), "The Darfield (Canterbury) Earthquake of September 2010: Preliminary Seismological Report", Bulletin of the New Zealand Society for Earthq.0 Eng., 43(4), 215-221.
- Healy, T., Mathew, J., de Lange, W. and Black, K. (1996), "Adjustment toward Equilibrium of a Large Flood-Tidal Delta after a Major Dredging Program, Tauranga Harbour, New Zealand", Coast. Eng., 254, 3284-3294.
- Jorat, M.E., Morz, T., Schunn, W., Kreiter, S., Moon, V. and de Lange, W. (2014), "Geotechnical Offshore Seabed Tool (GOST): A new cone penetrometer", Proceedings of the 3nd International Symposium on Cone Penetration Testing (CPT'14), Las Vegas, Nevada, USA, May.
- Juang, C.H., Huang, X.H., Holtz, R.D. and Chen, J.W. (1996), "Determining relative density of sands from CPT using fuzzy sets", J. Geotech. Eng., 122, 1-6. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:1(1)
- Konrad, J.-M. (1985), "Undrained cyclic behaviour of Beaufort Sea silt", Proceesings of Arctic '85, ASCE, San Fransicso, CA, USA, March, 830-837.
- Kreiter, S., Moerz, T., Strasser, M., Lange, M., Schunn, W., Schlue, B.F., Otto, D. and Kopf, A. (2010), "Advanced Dynamic Soil Testing - Introducing the New Marum Dynamic Triaxial Testing Device", In: Submarine Mass Movements and Their Consequences; Advances in Natural and Technological Hazards Research, 28, 31-42.
- Lunne, T., Robertson, P.K. and Powell, J.J.M. (1997), Cone Penetration Testing in Geotechnical Practice, Taylor & Francis Group, London, UK and New York, USA.
- Marks, S., Larkin, T.J. and Pender, M.J. (1998), "The dynamic properties of a pumiceous sand", Bulletin of the New Zealand Society of Earthquake Engineering, 31(2), 86-102.
- Mitchell, J.K. (1988), "New developments in penetration tests and equipment", Proceeding of ISOPT-1 - Penetration Testing 1988, Balkema, Rotterdam, Netherlands, Volume 1, pp. 245-261.
- Moore, D.M. (1987), "Evaluation of the cone penetrometer & its effect on cone bearing and pore pressure", BS Thesis; Civil Engineering, University of British Columbia, Vancouver, Canada, 73 p.
- Oliveira, J.R.M.S., Almeida, M.S.S., Motta, H.P.G. and Almeida, M.C.F. (2011), "Influence of penetration rate on penetrometer resistance", J. Geotech. Geoenviron. Eng., 137(7), 695-703. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000480
- OPUS International Consultants Limited (2011), Sulphur Point Northern Wharf Extension Port of Tauranga- Geotechnical Factual Report, Prepared for Port of Tauranga, Geotechnical Report No. G2899.
- Port of Tauranga Limited (2000), Site Investigations - Boreholes & Penetrometer data, 125 p.
- Robertson, P.K. (2009), "Performance based earthquake design using the CPT", Keynote Lecture; Proceedings of International Conference on Performance-based Design in Earthquake Geotechnical Engineering - from case history to practice, IS-Tokyo, Japan, June.
- Robertson, P.K. and Fear, C.E. (1997), "Liquefaction of sands and its evaluation", Proceedings of the 1st International Conference on Earthquake Geotechnical Engineering, (IS Tokyo '95), Balkema, Rotterdam, Netherlands, 21(1), 1253-1287.
- Samui, P. and Sitharam, T.G. (2010), "Design of a piezovibrocone and calibration chamber", Geomech. Eng., Int. J., 2(3), 177-190. https://doi.org/10.12989/gae.2010.2.3.177
- Sasaki, Y., Itoh, Y. and Shimazu, T. (1984), "A study on the relationship between the results of vibratory cone penetration tests and earthquake-induced settlement of embankments", Proceedings of the 19th Annual meeting of JSSMFE, Tokyo, Japan.
- Seed, H.B. and Idriss, I.M. (1971), "Simplified procedure for evaluating soil liquefaction potential", J. Mech. Found. Div., ASCE, 97(SM9), 1249-1273.
- Tokimatsu, K. (1988), "Penetration tests for dynamic problems", Proceeding of ISOPT-1 - Penetration Testing 1988, Balkema, Rotterdam, Netherlands, Volume 1, pp. 117-136.
- Wise, C.M., Mayne, P.W. and Schneider, J.A. (1999), "Prototype piezovibrocone for evaluating soil liquefaction susceptibility", Geotech. Earthq. Eng., (Proceedings of the 2nd ICEGE, Lisbon, Portugal), A.A. Balkema, Rotterdam, Netherlands, 2, 537-542.
- Youd, T.L. and Idriss, I.M. (2001), "Liquefaction resistance of soils: summary report from the 1996 NCEER and NCEER/NSF workshops on evaluation of liquefaction resistance of soils", J. Geotech. Geoenviron. Eng., 127(4), 297-313. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:4(297)
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