... midstream oil & gas offshore pipeline rockfill layer capacity factor anchor mechanical protection design penetration depth bearing capacity factor soil resistance force asia government china government pipeline shipping lane submarine pipeline anchor shaft calculation result...

... capacity wsbf bearing capacity factor wide-shallow bucket foundation ABSTRACT Appropriate estimating bearing capacity of bucket foundations embedded in two-layered soil is a significant subject in geotechnical engineering. The effects of embedment on the ultimate bearing capacity of wide-shallow...

... offshore technology conference bearing capacity factor subsea system trench depth motion trajectory actuator anchor padeye model test omni-max anchor diving property Proceedings of the Thirty-second (2022) International Ocean and Polar Engineering Conference Shanghai, China, June 5 10, 2022...

... capacity envelope shear strength footing failure envelope embedment depth upstream oil & gas spudcan bearing capacity factor Bearing Capacity Envelopes for a Spudcan During Operation in Sand-Over-Clay Pan Hu, Mark Cassidy Department of Infrastructure Engineering, School of Engineering...

... and punching destruction as typical patterns. Kiya and Kato (2007) pointed out a thin root solidifying part can be the cause of the punching destruction, while a thick case can cause cracking and breakage. pile construction method root part end bearing capacity bearing capacity factor resistance...

... (a). footing slope angle bearing capacity undrained bearing capacity level ground setback ratio loading bearing capacity factor capacity factor vertical load eccentrically ultimate bearing capacity engineering strip footing failure surface normalized bearing factor envelope strength ratio...

... the shear-normal interaction relationship in the modified solution, the torsional bearing capacity factors, as well as the plate interaction responses are enhanced as they show satisfactory agreement with the FE results. INTRODUCTION In recent years the growing trend in searching and developing deep...

... Slip-line field solutions are presented for the ultimate load of submarine pipelines on a purely cohesive soil obeying Tresca yield criterion, taking into account of pipe embedment and pipe-soil contact friction. The derived bearing capacity factors for a smooth pipeline degenerate into those...

...; Barbosa-Cruz & Randolph, 2005). For this case: 2 2 = D z D z D D pp (1) The variation of D' is also plotted for the large strain FE analysis of the pipe from above the soil surface in Figure 8a with the consequent bearing capacity factor, Nc = Vo/D'cu shown in Figure 8b. As predicted...

... by practical tests using the friction resistance of surrounding surface of the rod in SRS. As a result of calculating bearing capacity factor of steel pipe pile, we found that SRS is very practical as a soil investigation method to design pile foundations for housing. Furthermore, we also found...

... derived the equation for the bearing capacity of foundations on layered clay soils, as shown in Fig 1. For undrained loading ( =0 condition), let 1c and 2c be the shear strength of the upper and lower clay layers, respectively. For layered soils, the value of the bearing capacity factor, cN...

... & gas resistance fluke length anchor performance ratio bearing capacity factor actuator floating production system embedment depth stevmanta pullout test Installation and Pull-Out Capacities of Drag-In Plate Anchors Sarah Elkhatib, Breyden Lonnie, Mark F. Randolph The University of Western...

... at intervals along the shaft, and a thickened wall, with or without transverse struts, at the level of the padeye. friction penetration strength kpa stiffener subsea system pullout pressure diameter pullout bearing capacity factor centrifuge internal stiffener installation mooring system...

... penetration devices, the undrained shear strength, su, can be evaluated as qt (T-bar) or qb qP Su = ~ "~b (Ball) or ~ (Plate) (1) where q is the net bearing resistance and Ni are bearing capacity factors, with subscribes t, b and p representing T-bar, ball and plate respectively. In physical tests presented...

... seafloor. Therefore, the mooring lines were fixed at specific depths. cable force bearing capacity factor subsea system tangential force conversion factor analytical solution cable acceleration level inclination angle optimum value line geometry trajectory service center mooring system...