Craig, W. H., & Chua, K. (1990). Deep penetration of spudcan foundations on sand and clay. Geotechnique, 40(4), 541-556. https://doi.org/10.1680/geot.1990.40.4.541
Dier, A., Carrol, B., & Abolfathi, S. (2004). Guidelines For Jack Up Rigs with Particular Reference to Foundation Integrity, Health and Safety Executive (HSE). Research Report 289, UK, 1-91. https://www.hse.gov.uk/Research/rrhtm/rr289.html
Drescher, A., & Detournay, E. (1993). Limit load in translational failure mechanisms for associative and non- associative materials. Geotechnique, 43(3), 443-456. https://doi.org/10.1680/geot.1993.43.3.443
Gao, W., Yu, L., & Hu, Y. (2012). Large deformation FE analysis of large diameter spudcan penetration into two-layer of uniform clays. International Journal of Geotechnical Engineering,
6(2), 171-177. https://doi.org/ 10.3328/IJGE.2012.06.02.171-177
Gerwick, B. C. (1986). Construction of offshore structures. John Wiley, New York. https://doi.org/10.1201/9780849330520
Hanna, A. M., & Meyerhof, G. G. (1980). Design charts for ultimate bearing capacity of foundations on sand overlying soft clay. Can. Geotech. J, 17(2), 300-303. https://doi.org/10.1139/t80-030
Hansen, J. B. (1970). A revised and extended formula for bearing capacity. Bulleting of the danish geotechnical institute, 28, 5-11. https://www.semanticscholar.org
Hossain, M. S., Hu, Y., & Randolph, M. F. (2003). Spudcan foundation penetration into uniform clay. Proceedings of The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, Honolulu, Hawaii, USA. https://onepetro.org/ISOPEIOPEC/proceedings-abstract/ISOPE03/All-ISOPE03/ISOPE-I-03-177/8446
Houlsby, G. T., & Martin, C. M., (2003). Undrained bearing capacity factors for conical footings on clay. Geotechnique, 53(5), 513-520. https://ora.ox.ac.uk/objects/uuid:e3b491f0-4a72-4881-85d0-e1b512bdc618
Hu, P., Stanier, S. A., Cassidy, M. J., & Wang, D. (2014). Predicting peak resistance of
Hu, P., Stanier, S., Cassidy, M., & Wang, D. (2014). Predicting Peak Resistance of Spudcan Penetrating Sand Overlying Clay. Journal of Geotechnical and Geoenvironmental Engineering, 140. https://doi.org/ 10.1061/(ASCE)GT.1943-5606.0001016
ISO. (2012). ISO 19905-1: Petroleum and natural gas industries-site specific assessment of mobile offshore units-part 1 : Jack-ups. Geneva, Switzerland : International Organization for
Lee, K. K. (2009). Investigation of potential spudcan punch- through failure on sand overlying clay soils. PhD thesis, University of Western Australia, Perth. https://api.research repository.uwa.edu.au/ws/portalfiles/portal/3220219/Lee_Kok_Kuen_2009.pdf
Lee, K. K., Randolph, M. F., & Cassidy, M. J. (2013). Bearing capacity on sand overlying clay soils: A simplified conceptual model. Geotechnique, 63(15), 1285-1297. https://doi.org/10.1680/geot.12.P.176
Liu, J., Yu, L., Zhou, H., & Kong, X. J. (2014). Bearing Capacity and Critical Punch-Through Depth of Spudcan on Sand Overlying Clay. China Ocean Eng, 28(1), 139 – 147. https://doi.org/ 10.1007/s13344-014-0011-x
Meyerhof, G. G. (1974). Ultimate bearing capacity of footings on sand layer overlying clay. Can. Geotech. J, 11(2), 223-229. https://doi.org/10.1139/t74-018
Qiu, G., & Henke, S. (2011). Controlled installation of spudcan foundations on loose sand overlying weak clay. Marine Structures, 24(4), 528–550. https://doi.org/ 10.1016/j.marstruc.2011.06.005
Qiu, G., Henke, S., & Grabe, J. (2010). 3D FE analysis of the installation process of spudcan foundations. In 2nd International Symposium on Frontiers in Offshore Geotechnics (ISFOG), Perth WA, 685–690. http://hdl.handle.net/11420/12144
SNAME. (2008). SNAME: Recommended practice for site specific assessment of mobile jack-up units. T & r bulletin 5-5a 1st edn, rev 3. Alexandria, VA, USA: Society of Naval Architechts and Marine Engineers. https://pdfcoffee.com/sname-5-5-and-5-5arev3-pdf-free.html
spudcan penetrating sand overlying clay. Journal of Geotechnical and Geoenvironmental Engineering, 140(2), 04013009. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001016
Standardization. https://www.iso.org/standard/34592.html
Teh, K. L. (2007). Punch- through of spudcan foundation on sand overlying clay. PhD thesis, National University of Singapore. https://scholarbank.nus.edu.sg/handle/10635/28149
Teh, K. L., Cassidy, M. J., Leung, C. F., Chow, Y. K., Randolph, M. F., & Quah, C. K. (2008). Revealing the bearing failure mechanisms of a penetrating spudcan through sand overlying clay. Geotechnique, 58(10), 793–804. https://doi.org/10.1680/geot.2008.58.10.793
Teh, K. L., Leung, C. F., Chow, Y. K., & Handidjaja, P. (2009). Prediction of punch-through for spudcan penetration in sand overlying clay. Offshore Technology Conference, OTC20060. https:/doi.org/ 10.4043/OTC-20060-MS
Terzaghi, K. (1943). Theoretical soil mechanics. London: Chapman and Hall. https:/doi.org/ 10.4043/OTC-20060-MS
Terzaghi, K., & Peck, R. B. (1948). Soil mechanics in engineering practice. New York, John Wiley & Sons. https://www.scirp.org/reference/ReferencesPapers?ReferenceID=1289570
Xu, X. (2007). Investigation of the end bearing performance of displacement piles in sand. Phd thesis, University of Western Australia. https://research-repository.uwa.edu.au/en/publications/investigation-of-the-end-bearing-performance-of-displacement-pile
Yu, L., Hu, Y., & Liu, J. (2009). Spudcan penetration in loose sand over uniform clay. Proceedings of the 28th International Conference on Ocean, Offshore and Arctic Engineering, May 31 - June 5, Honolulu, Hawaii, USA. https://doi.org/10.1115/OMAE2009-79214
)