Analysis of spudcan–footprint interaction in a single soil with nonlinear FEM

Author:

Mao Dong-Feng,Zhang Ming-Hui,Yu Yang,Duan Meng-Lan,Zhao Jun

Publisher

Elsevier BV

Subject

Economic Geology,Geochemistry and Petrology,Geology,Geophysics,Energy Engineering and Power Technology,Geotechnical Engineering and Engineering Geology,Fuel Technology

Reference34 articles.

1. Bouwmeester D, Peuchen J, Van der Wal T, et al. Prediction of breakout forces for deepwater seafloor objects. In: Offshore technology conference, OTC-19925-MS. Houston; 4–7 May 2009.

2. Cassidy MJ, Byrne BW, Randolph MF. A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay. Géotechnique. 2004;54(2):91–106.

3. Cassidy MJ, Quah CK, Foo KS. Experimental investigation of the reinstallation of spudcan footings close to existing footprints. J Geotech Geoenviron Eng (ASCE). 2009;135(4):474–86.

4. Dean ER, Serra H. Concepts for mitigation of spudcan-footprint interaction in normally consolidated clay. In: Proceedings of the 14th international offshore and polar engineering conference. (ISOPE ISOPE-I-04-248), Toulon; 23–28 May 2004.

5. DeJong JT, Yafrate NJ, DeGroot DJ, Jakubowski J. Evaluation of the undrained shear strength profile in soft layered clay using full-flow probes. In: Proceedings of the 2nd international conference on site characterisation. Porto; 2004. pp. 679–86.

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