Field tests on suction pile retrieval were conducted in sandy seafloor soil. The measurements include the relationship between the applied positive pressure inside the pile and the resulting pile movement. They have been used to calculate the mobilized effective soil friction angle ratio, which ...
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts Volume 29, Issue 6, November 1992, Pages 381Geomechanics abstract FoundationsSoil structure interaction model for a suction pile platfiorm : Rasmussen, J L; Christensen, N H; Haahr, F Proc 10th International ...
Traditionally, the suction pile design has considered very comprehensive soil failure mechanisms in general practice. However, the structural plate buckling criteria for suction pile with large D/t ratios are not well defined to reflect the current industrial codes and standards. This paper performs ...
δ = friction angle between the pile wall and the soil fmax = limiting value for unit skin friction • Lateral Capacity For conventional design, the pile–soil interaction can be represented as shown in Figure 10.6. The pile is modeled as a linearly elastic beam column, and the soil is ...
An efficient discrete model for predicting the dynamic through-the-soil interaction between adjacent rigid, surface foundations supported by a homogeneous,... Jeffrey,S.,Mulliken,... - 《Earthquake Engineering & Structural Dynamics》 被引量: 118发表: 1998年 A simplified model for lateral response ...
Working mechanism of reinforced soil-cement mixing wall[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 43-46. [7] HAN Pengju, BAI Xiaohong, ZHAO Yongqiang, DONG Xiaoqiang, REN Jie. Experimental study on strength of cement soil under Mg2+and SO42- interaction influence[J...
英语翻译 一句话 在线等Make use of mixture pressure to open the valve of the drilling bit as far aspossible, but not to reduce the disturbance for the soil around the pile due to suction effect by opening the valve after lifting drill bit 10
Suction Pile Foundations: Kinematic Soil-Structure Interactiondoi:10.3723/OSIG17.516D. BertalotO. ZanoliA. Murianni
The former is a model which reduces the soil-structure interaction to a line (pile axis), and greatly reduces the number of degrees of freedom. The pile itself is modelled with Timoshenko finite elements, and the soil response is included via Green’s function for an arbitrary horizontally ...
Field tests on suction pile retrieval were conducted, including concrete and steel piles, in sandy seafloor soil. The measurements include the relationship between the applied positive pressure inside the pile and the resulting pile movement. They have been used to calculate the mobilized effective ...