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Fractal Dimension and Fractals in Ocean Engineering 总被引:4,自引:0,他引:4
Fu Yuhua Senior Engineer China Offshore Oil Engineering Corporation P. O. Box Beijing 《中国海洋工程》1994,(3)
- This paper discusses the application of fractal dimension and fractals in ocean engineering. To handle some ocean environment problems, the existing fractal method, in which the fractal dimension is a constant, can be used. For some complicated problems in ocean engineering, this paper presents the concept of the variable dimension fractals (D = f(r)), i. e., the fractal dimension D is the function of characteristic scale r instead of a constant. By using variable dimension fractals, several deformation and stress states of offshore structures are described. 相似文献
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A Unified Variational Principle of Fluid Mechanics and Application on Solitary Subdomain or Point 总被引:1,自引:0,他引:1
-According to basic equations of fluid mechanics, this paper presents a unified variational principle of fluid mechanics (UVPFM) by using the optimization method of weighted residuals (OMWR). The advantages are as follows, the establishment of the functional and the variational principle is easy, it can change various problems of fluid mechanics derived by basic equations into a unified optimization problem, and the solution is the optimum one in some sense. According to the OMWR for the solitary subdomain, this paper uses UVPFM onto any solitary subdomain and gives the solution of the hydrodynamics equation which is suitable only for that solitary subdomain. According to the OMWR for solitary point, this paper uses UVPFM to any solitary point and gives the solution of the hydrodynamics equation (point solution) which is suitable only for that solitary point. As the solution for the solitary subdomain or solitary point is developed independently, the compatibility with other subdomain or other points, do 相似文献
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松潘-甘孜带:是弧前增生还是弧后消减? 总被引:11,自引:0,他引:11
根据多年在该区工作实践,认为松潘—甘孜造山带前身的巴颜喀拉盆地是羌塘—他念他翁晚古生代前缘弧之后的一系列多岛弧—盆系的一个大型弧后盆地。三叠纪时,围限此“三角形”盆地三条边缘的构造动力学作用方式具有不同的特征。其东侧为扬子西缘被动大陆边缘(D—T2),中三叠晚期(拉丁期)转化为与华北和羌塘陆块有关的前陆盆地(T2—T3),由于扬子陆块向西双向斜向俯冲作用,在其北侧和南侧边缘形成南昆仑和可可西里—甘孜—理塘俯冲消减杂岩。重建的地层层序和沉积地质特征显示巴颜喀拉盆地主体三叠系复理石沉积是周缘前陆盆地。 相似文献
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This paper presents an incremental elastoplastic finite element method (FEM) to simulate the undrained deformation process of suction caisson foundations subjected to cyclic loads in soft clays. The method is developed by encoding the total-stress-based bounding surface model proposed by the authors in the ABAQUS software package. According to the model characteristics, elastoplastic stress states associated with the incremental strains of each iteration are determined using the sub-incremental explicit Euler algorithm, and the state parameters describing the cyclic accumulative rates of strains are updated by setting state variables during the calculations. The radial fallback method is also proposed to modify the stress states outside the bounding surface to the surface during determination of the elastoplastic stress states. The stress reversals of soil elements are judged by the angle between the incremental deviatoric stress and the exterior normal vector at the image stress point on the bounding surface to update the mapping centre and state variables during cyclic loading. To assess the general validity of the method, the reduced scale model tests and centrifuge tests of suction caissons subjected to cyclic loads are simulated using the method. Predictions are in relative good agreement with test results. Compared with the limit equilibrium and quasi-static methods, the method can not only determine the cyclic bearing capacity, but can also analyse the deformation process and the failure mechanisms of suction caisson under cyclic loads in soft clays. 相似文献
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Mass transport deposits and geological features related to fluid flow such as gas chimneys, mud diapirs and volcanos, pockmarks and gas hydrates are pervasive on the canyon dominated northern slope of the Pearl River Mouth basin of the South China Sea. These deposits and structures are linked to serious geohazards and are considered risk factors for seabed installations. Based on high resolution three dimensional seismic surveys, seismic characteristics, distributions and origins of these features are analyzed. A distribution map is presented and geometrical parameters and spatial distribution patterns are summarized. Results show that various groups of the mapped features are closely tied to local or regional tectonism and sedimentary processes. Mass transport complexes are classified as slides near the shelf break, initially deformed slumps on the flanks of canyons and highly deformed slumps on the lower slope downslope of the mouth of canyons. We propose them to be preconditioned by pore pressure changes related to sea level fluctuations, steep topography, and fluid and fault activities. Gas chimneys are mainly located in the vicinity of gas reservoirs, while bottom-simulating reflectors are observed within the gas chimney regions, suggesting gas chimneys serve as conduits for thermogenic gas. Mud diapirs/volcanos and pockmarks are observed in small numbers and the formation of pockmarks is related to underlying gas chimneys and faults. This study aims at reducing risks for deep-water engineering on the northern slope of South China Sea. 相似文献
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巴西大坎波斯盆地下白垩统湖相碳酸盐岩油气资源丰富,但是硅化碳酸盐岩的出现不仅使原始碳酸盐岩沉积微相类型和沉积模式有待系统研究,还给深水油气勘探开发带来了挑战。基于古地貌、壁芯薄片、测井响应等数据,分析了坎波斯盆地东部下白垩统硅化碳酸盐岩原始沉积的古水介质、湖平面变化及沉积微相,厘清了湖相碳酸盐岩发育的主控因素,建立起相应的沉积模式。借助Fischer曲线可将硅化碳酸盐岩发育段划分为一个可容空间由大减小再增大的三级旋回,湖平面表现为先下降后上升;湖盆中央古隆起周缘类似远端变陡缓坡,发育了灰泥坪、藻礁、颗粒滩、滩前前积体和滑塌体等5种沉积微相;古地貌决定了藻礁和颗粒滩发育在构造高部位的相对深水区,同时受湖平面变化而发生垂向互层叠置;该段碳酸盐岩沉积时期,湖平面至少出现过两次下降、三次上升,可以划分为高位湖退、低位湖退、低位湖侵、高位湖侵四个演化阶段。研究成果为湖相碳酸盐岩硅化成因分析、硅化作用过程研究及硅化碳酸盐岩中有利储层的寻找奠定了基础。 相似文献