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1-12 of 12
Keywords: slip surface
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Proceedings Papers
Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-723
..., the volume, slope angle and source angle are important factors for the prediction of travel distance. Conversely, the landslide height and the shape of the landslide mass are insignificant. For landslide deposit residing partially on the slip surface, the detailed shape of slip surface is also important...
Proceedings Papers
Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-418
... bound theorem in plasticity and divides the slope into a plastic failure zone and an elastic zone. EMU has developed a multi-wedge failure mechanism to include the energy dissipation both on the slip surface and within the sliding body. By using the powerful optimization routines provided in EMU...
Proceedings Papers
Paper presented at the The Twentieth International Offshore and Polar Engineering Conference, June 20–25, 2010
Paper Number: ISOPE-I-10-052
... spring district located in Nantou, Taiwan is used as an example for evaluating the slope stability and landslide risk. risk management risk value artificial intelligence lushan hot spring district case study possible slip surface sub-region probability probability risk and uncertainty...
Proceedings Papers
Paper presented at the The Twentieth International Offshore and Polar Engineering Conference, June 20–25, 2010
Paper Number: ISOPE-I-10-416
... a circular slip surface beneath its base. Comparison with centrifuge model data shows that the dynamic slip circle is able to capture the progressive build-up of tilt reasonably well. Finally, a parametric study was presented which shows that the computed permanent caisson tilt can be reasonably well...
Proceedings Papers
Paper presented at the The Nineteenth International Offshore and Polar Engineering Conference, July 21–26, 2009
Paper Number: ISOPE-I-09-286
... of soil and is directly related to the shear strength of the soil at the slip surface. Soil shear strength is not just a uniform characteristic of a particular soil, but it changes from post-peak to fully softened and residual strength according to the soil condition. Although, the main input...
Proceedings Papers
Paper presented at the The Fourteenth International Offshore and Polar Engineering Conference, May 23–28, 2004
Paper Number: ISOPE-I-04-232
... failure occurs when the yield zone spreads over the entire slip surface within the soil slope and the corresponding SRF is the safety factor of the soil slope. Some typical examples were used to demonstrate the proposed procedure. All the analyzed results were also compared with the other researcher'swork...
Proceedings Papers
Paper presented at the The Tenth International Offshore and Polar Engineering Conference, May 28–June 2, 2000
Paper Number: ISOPE-I-00-206
... global factor finite element slope stability analysis slip surface safety node formulation stable mass reaction force Proceedings of the Tenth (2000) International Offshore and Polar Engineering Conference Seattle, USA, May 28-June 2, 2000 Copyright © 2000 by The International Society...
Proceedings Papers
Paper presented at the The Ninth International Offshore and Polar Engineering Conference, May 30–June 4, 1999
Paper Number: ISOPE-I-99-070
... & gas vector yamasaki hydraulic conductivity seepage force reservoir geomechanics slip surface local safety factor stiffness matrix huang finite element analysis stress vector material property slope stability analysis seawater intrusion Proceedings of the Ninth (1999) International...
Proceedings Papers
Paper presented at the The Ninth International Offshore and Polar Engineering Conference, May 30–June 4, 1999
Paper Number: ISOPE-I-99-071
... methods of analysis, the minimum safety factor is obtained assuming certain slip surfaces after the stress states are found. Although the stress states are obtained from the finite element method (FEM), the slope stability analysis follows the conventional method that assumes a potential slip surface...
Proceedings Papers
Paper presented at the The Seventh International Offshore and Polar Engineering Conference, May 25–30, 1997
Paper Number: ISOPE-I-97-135
... failure in soft sediments in water depth up to about 120m. wave pressure slip surface loading time step reservoir characterization displacement dda discontinuous deformation analysis circular block upstream oil & gas pore pressure definition sketch failure mechanism mechanism...
Proceedings Papers
Paper presented at the The Sixth International Offshore and Polar Engineering Conference, May 26–31, 1996
Paper Number: ISOPE-I-96-070
... ABSTRACT A three-dimensional limit equilibrium analytical method for the stability analysis of slurry-filled diaphragm-wall-trench in sand is presented. A critical shell-shaped slip surface for the soil mass flanking the trench is chosen according to the minor soil arch principle. Arching...
Proceedings Papers
Paper presented at the The Third International Offshore and Polar Engineering Conference, June 6–11, 1993
Paper Number: ISOPE-I-93-115
... the seafloor response alone while ignoring the presence of the buried structure. The results obtained using this simplification are then used to interpret the behavior of the structure. siddharthan pipeline flotation resistance upstream oil & gas soil mass loading slip surface deposit...