Perforation drilling for easing spudcan–footprint interaction issues

Author:

Hossain M.S.,Stainforth R.

Funder

ARC

Australian Research Council

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference41 articles.

1. Acosta-Martinez, H.E., Gourvenec, S.M., 2006. One-dimensional consolidation tests on kaolin clay. Report Research Report GEO: 06385, Centre for Offshore Foundations Systems, School of Civil and Resource Engineering, The University of Western Australia.

2. Brennan, R., Diana, H., Stonor, R.W.P., Hoyle, M.J.R., Cheng, C.-P., Martin, D., Roper, R., 2006. Installing jackups in punch-through-sensitive clays. In: Proceedings of the Offshore Technology Conference, Houston, OTC 18268.

3. Experimental investigation of the reinstallation of spudcan footings close to exiting footprints;Cassidy;J. Geotech. Geoenviron. Eng.,2009

4. Chan, N.H.C., Paisley, J.M., Holloway, G.L., 2008. Characterization of soils affected by rig emplacement and Swiss cheese operations-Natuna Sea, Indonesia, a case study. In: Proceedings of the 2nd Jack-up Asia Conference and Exhibition, Singapore.

5. Effect of penetration rate on penetrometer resistance in clay;Chung;J. Geotech. Geoenviron. Eng.,2006

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