Finite Element Analysis of Laterally Loaded Suction Caisson in Anisotropic Clay     

王栋  金霞 《中国海洋工程》2006,20(4):665-672

1 .IntroductionSuctioncaissons have been widely usedfor offshore oil exploration duetothe advantages of econo-my and simple installation over traditional piles (Huanget al .,2003) .For tensionleg platforms andspar platforms in deep ocean,suction caissons …  相似文献   

三参数Weibull分布的参数估计   总被引：8，自引：0，他引：8  

方国清 《海洋科学》1990,14(6):1-8

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Two-Dimensional Large Deformation Finite Element Analysis for the Pulling-up of Plate Anchor   总被引：4，自引：0，他引：4  

王栋  胡玉霞金霞 《中国海洋工程》2006,20(2):269-278

Based on mesh regeneration and stress interpolation from an old mesh to a new one, a large deformation finite element model is developed for the study of the behaviour of circular plate anchors subjected to uplift loading. For the deterruination of the distributions of stress components across a clay foundation, the Recovery by Equilibrium in Patches is extended to plastic analyses. ABAQUS, a commercial finite element package, is customized and linked into our program so as to keep automatic and efficient running of large deformation calculation. The quality of stress interpolation is testified by evaluations of Tresca stress and nodal reaction forces. The complete pulling-up processes of plate anchors buried in homogeneous clay arc simulated, and typical pulling force-displacement responses of a deep anchor and a shallow anchor are compared. Different from the results of previous studies, large deformation analysis is of the capability of estimating the breakaway between the anchor bottom and soils. For deep anchors, the variation of mobilized uplift resistance with anchor settlement is composed of three stages, and the initial buried depths of anchors affect the separation embedment slightly. The uplift bearing capacity of deep anchors is usually higher than that of shallow anchors.  相似文献   

Growth, behaviour, and digestive enzyme activity in larval Atlantic cod (Gadus morhua) in relation to rotifer lipid   总被引：1，自引：0，他引：1  

O'Brien-MacDonald  Kelly; Brown  Joseph A.; Parrish  Christopher C. 《ICES Journal of Marine Science》2006,63(2):275-284

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A review on the behavior of helical piles as a potential offshore foundation system     

Giovanni Spagnoli  Cristina de Hollanda Cavalcanti Tsuha 《Marine Georesources & Geotechnology》2020,38(9):1013-1036

Abstract

Helical piles are used mainly to resist tension forces generated by uplift and overturning moments of various structures, therefore they have been suggested as a potential alternative to driven piles as offshore pile because they provide a large uplift capacity due to the anchor effect of the helix. To date no standards are available for the assessment of the use of helical piles in the offshore environment. State-of-the art installation and uplift capacity assessment is based on field onshore tests on small helical piles. The purpose of this review is to critically evaluate the current knowledge on helical piles considering uplift capacity, cyclic load, installation torque models and the parameters affecting the installation torque, to understand whether they can be considered for potential offshore applications. The paper could be of valuable interest for engineers and contractors involved in the offshore installation of piles.  相似文献   

海水养殖业资源与环境的可持续发展     

宁修仁  刘诚刚  郝锵  乐凤凤 《海洋学研究》2007,25(3):75-83

概述了我国海水养殖业在快速发展过程中由于出现养殖产业规划滞后和养殖生态环境恶化而带来的若干问题。简要介绍"浙江省重点养殖海湾养殖生态和养殖容量研究"的立项背景和研究目的,鱼类、贝类和大型藻类的养殖容量研究方法以及相关的主要研究成果,展示了近海养殖生态和养殖容量的研究思路,为相关研究的进一步展开提供了一个范例。海水养殖的长远发展必须走可持续发展之路,良好的沿岸生态环境、资源与环境的和谐是支撑海水养殖业健康、持续发展的前提。总结了我国海水养殖业管理取得的进步并指出尚存在的问题。针对海水养殖业保持可持续发展的基本途径,提出了海水养殖业的规划管理和海水养殖技术改进等方面的科学建议。  相似文献   

城市扩展对趵突泉泉域直接补给区保泉能力影响          下载免费PDF全文

孙斌  高文锋  魏月  雷炳霄  毕栋威 《山东国土资源》2020,36(4):55-60

直接补给区是趵突泉泉域重要的补给场所之一,随着城市发展其面积逐渐缩小。通过遥感手段解译60多年来济南城市发展趋势,分析揭示其对直接补给区面积及强渗漏小流域入渗功能的影响,采用大气降雨入渗系数法定量计算直接补给区面积削减对泉水保护的影响。结果表明,1954年—2015年,济南城市发展经历了平缓增长、快速增长、爆发式增长3个发展阶段,导致泉水直接补给区面积累计削减130km^2,约占总面积的29%,直接补给区内强渗漏小流域遭受不同程度破坏,6个渗漏功能完全丧失,9个渗漏功能部分丧失,仅9个渗漏功能保存近似完好,直接造成泉水入渗补给量减少约9.7万m^3/d(以多年平均降雨量648mm计)。直接补给区生态功能亟待保护与修复,应统筹管理小流域内山、水、林、土、草,加强小流域内山坡、山脚、山谷局部水循环的系统保护与修复,逐步恢复泉水补给能力。  相似文献   

The role of non‐coaxiality in the simulation of strain localization based on classical and Cosserat continua          下载免费PDF全文

J. Chang  X. Chu  Y. Xu 《国际地质力学数值与分析法杂志》2017,41(3):382-399

It is normally accepted that materials inside the shear band undergo severe rotation of the principal stress direction, which causes non‐coaxiality between the principal stress and principal plastic strain rate. However, classical plasticity flow theory implicitly assumes that the principal stress and the principal plastic strain rate are coaxial; thus, it may not correctly predict the onset of the shear band. In addition, classical continuum does not contain any internal length scales; as a result, it cannot provide a reasonable shear band thickness. In this study, the original vertex non‐coaxial plastic model based on the classical continuum is extended to the Cosserat continuum. The corresponding codes are implemented via the interface of the user defined element subroutine in ABAQUS. Through a simple shear test, the effectiveness of the user's codes is verified. Through a uniaxial compression test, the influence of non‐coaxiality on the onset, the orientation, and the thickness of the shear band is investigated. Results show that the onset of the shear localization is delayed, and the thickness of the shear band is widened when the non‐coaxial degree increases, while the orientation of the shear band is little affected by the non‐coaxial degree. In addition, it is found that the non‐coaxiality can weaken the micro‐polar effect to some extent; nonetheless, the Cosserat non‐coaxial model still has its advantage over the classical non‐coaxial model in capturing the pre‐bifurcation as well as the post‐bifurcation behaviors of strain localization. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Magnetic hysteresis and refrigeration capacity of Ni—Mn—Ga alloys near Martensitic transformation     

傅斌  龙毅  段静芳  王超伦  常永勤  叶荣昌  吴光恒 《海洋学报(英文版)》2010,29(9)

This paper studies the magnetic hysteresis and refrigeration capacity of Ni--Mn--Ga alloys in detail during heating and cooling isothermal magnetisation processes. The Ni--Mn--Ga alloys show larger magnetic hysteresis when they transform from austenite to martensite, but smaller magnetic hysteresis when they transform from martensite to austenite. This behaviour is independent of either the pure Ni--Mn--Ga alloys or the alloys doped with other elements. Because of the existence of the magnetic hysteresis, the relation between the magnetic entropy change and refrigeration capacity is not simply linear. For practical consideration, magnetocaloric effect of Ni--Mn--Ga alloys should be investigated both on cooling and heating processes.  相似文献   

Similarity solution for cavity expansion in thermoplastic soil          下载免费PDF全文

Hang Zhou  Gangqiang Kong  Hanlong Liu  Lyesse Laloui 《国际地质力学数值与分析法杂志》2018,42(2):274-294

This paper presents an analytical solution for cavity expansion in thermoplastic soil considering non‐isothermal conditions. The constitutive relationship of thermoplasticity is described by Laloui's advanced and unified constitutive model for environmental geomechanical thermal effect (ACMEG‐T), which is based on multi‐mechanism plasticity and bounding surface theory. The problem is formulated by incorporating ACMEG‐T into the theoretical framework of cavity expansion, yielding a series of partial differential equations (PDEs). Subsequently, the PDEs are transformed into a system of first‐order ordinary differential equations (ODEs) using a similarity solution technique. Solutions to the response parameters of cavity expansion (stress, excess pore pressure, and displacement) can then be obtained by solving the ODEs numerically using mathematical software. The results suggest that soil temperature has a significant influence on the pressure‐expansion relationships and distributions of stress and excess pore pressure around the cavity wall. The proposed solution quantifies the influence of temperature on cavity expansion for the first time and provides a theoretical framework for predicting thermoplastic soil behavior around the cavity wall. The solution found in this paper can be used as a theoretical tool that can potentially be employed in geotechnical engineering problems, such as thermal cone penetration tests, and nuclear waste disposal problems.  相似文献