Vertical uplift resistance of close-spaced shallow rectangular group anchor plates embedded in sand     

R. Ganesh 《Marine Georesources & Geotechnology》2020,38(9):1070-1081

Abstract

This study describes an analytical solution for determining the ultimate vertical uplift resistance of a group of two and multiple number of close-spaced shallow rectangular anchor plates embedded horizontally in sand. The analysis was performed by using an upper bound theorem of limit analysis with the employment of the kinematically admissible three-dimensional (3D) rigid wedge collapse mechanisms. Results are obtained in terms of dimensionless uplift factors F_γ and F_q due to the components of soil self-weight and surcharge pressure acting on the ground surface for a wide range of parameters. It was found that the magnitude of uplift factors decreases substantially with a decrease in the clear spacing between the anchors, soil friction angle, and embedment ratio, and an increase in the aspect ratio of anchors. Further, it was noticed that when the clear spacing between the anchors is greater than or equal to the certain critical value, the interaction effect of anchors vanishes and the magnitude of uplift factors associated with a group of anchors becomes equal to that of single isolated anchors. The present solutions are found to compare reasonably well with those theoretical, numerical, and experimental results available in the literature.  相似文献   

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   

锚索抗滑桩系统内力变形研究   总被引：1，自引：0，他引：1  

李凯玲  门玉明 《地球科学与环境学报》2007,29(4):400-403

在对锚索抗滑桩系统内锚索与抗滑桩受力状态综合分析的基础上,认为锚索的拉伸变形对锚索抗滑桩系统的内力及变形存在一定影响,基于锚索与抗滑桩的变形协调原理,提出了锚索拉力及其变形的计算方法,推导了抗滑桩桩身位移和内力的计算公式,并将该方法用于工程实例分析。通过与其他方法比较,说明使用该方法计算锚索抗滑桩的合理性和经济价值,并分析了锚索变形以及拉力大小对锚索抗滑桩系统内力变形的影响,所得结果已得到后期模型试验的数据支持。  相似文献   

降雨入渗条件下预应力锚索加固边坡稳定性分析     

向文贤  黎应书  许万忠  罗益辉  严铁军  袁旭凯  胡明欣  何迪环 《中国煤炭地质》2022,(1)

根据目前边坡失稳案例统计,导致边坡失稳破坏的原因多为降雨入渗,目前大多学者对自然边坡在降雨入渗条件下的失稳机理做了大量研究,但是对于不同降雨入渗条件下边坡加固结构及其稳定性是如何随降雨强度的变化而发生改变的研究却较少。以云南昆明某边坡为研究对象,考虑土体饱和-非饱和渗流理论及非饱和强度理论,通过有限元软件MIDAS-GTS分析研究降雨动态过程中边坡加固结构内力的变化规律及边坡的稳定性变化规律。研究发现:①当降雨时长一定时,降雨强度越大,非饱和区越小,负孔隙水压力降低越明显,安全系数越差;②随着降雨入渗的进行,边坡下滑力增大,抗滑力逐渐变小;③降雨入渗对原始边坡的稳定性影响较大,但是对加固后边坡的稳定性影响相对较小;④预应力锚索轴力随着降雨时长增大而增大,当降雨时长一定时,锚索轴力随降雨强度增大而增大。  相似文献   

Application of wellhead suction anchor technology in the second production test of natural gas hydrates in the South China Sea     

Bo Li  Bei-bei Kou  Bin Li  Jing Li  Jing Zeng  Qing-lei Niu  Yu-tao Shao  Ke-wei Zhang  Hao-yu Yu  Ying-sheng Wang 《China Geology》2022,5(2):293-299

Traditional suction anchor technology is mainly used in the fields of subsea structure bearing foundations, single-point mooring systems and offshore wind power. It is characterized by providing sufficient lateral and vertical bearing capacities and lateral bending moment. The anchor structure of a traditional suction anchor structure is improved with wellhead suction anchor technology, where a central pipe is added as a channel for drilling and completion operations. To solve the technical problems of a low wellhead bearing capacity, shallow built-up depth, and limited application of conductor jetting in the second production test of natural gas hydrates (NGHs) in the South China Sea (SCS), the China Geological Survey (CGS) took the lead in independently designing and manufacturing a wellhead suction anchor, which fulfilled the requirements of the production test. This novel anchor was successfully implemented in the second production test for the first time, providing a stable wellhead foundation for the success of the second production test of NGHs in the SCS.©2022 China Geology Editorial Office.  相似文献   

深水锚在海床中复杂动力行为的分析模型     

宋海娟  刘海笑  赵燕兵 《海洋工程》2015,33(6):35-44

深水锚是深水系泊系统的核心组成,随着新概念和新技术在深水系泊领域的不断涌现和发展,深水锚在海床中的动力行为变得更为复杂,这给既有的分析方法带来极大的挑战。将深水锚的复杂动力行为视为拔出、旋转、嵌入三种典型行为的组合,分别给出明确定义并建立力学模型。提出最小力准则以确定锚的拔出、嵌入方向和旋转中心,该准则同时可作为拔出、旋转、嵌入行为是否发生的判定条件,从而建立起可以描述深水锚在海床中复杂动力行为的分析模型。为检验所提出的分析模型,将其应用于预测拖曳锚在海床中的嵌入运动轨迹,并与已有分析方法和离心机试验结果进行对比,验证了该分析模型的有效性。  相似文献   

桂柳高速公路边坡预应力锚索加固方案设计          下载免费PDF全文

谭彬建  俞敏  息飏  黄定平 《探矿工程》2010,37(5):73-77

本设计为桂柳高速公路K444＋710~822上行线边坡预应力锚索加固方案设计。通过对不稳定边坡区的地貌及岩性、地质构造特征、气候及水文地质条件以及边坡变形破坏形成机制分析,简单的进行边坡加固方案论证并提出最佳的加固方案,对该方案进行详细设计。经过多个雨季的考验,证明所提出的加固方案科学可行。  相似文献   

浅析大吨位、超长孔深锚索钻孔孔斜控制   总被引：2，自引：1，他引：1  

黄辉  牟文俊  陶林 《探矿工程》2010,37(6):71-74

在大吨位、超长孔深锚索支护施工中,钻孔孔斜控制对预应力锚索锚固效果有着较大的影响,在分析了造孔孔斜成因的基础上提出了大孔深锚索钻孔孔斜的预防和控制处理措施。  相似文献   

藏木水电站某标段边坡预应力锚固工程风险评价模型     

吴丽  陈礼仪  吴飞 《探矿工程》2010,37(7):70-73

藏木水电站某标段边坡预应力锚固工程施工中面临众多的风险,且存在多种不确定因素,项目管理难度大。构建了项目风险评价指标体系,使用三标度法和层次分析法对指标进行权重分析,引入了模糊综合评判模型,将管理者和专家的经验由定性转为定量,对项目风险进行了定量化评价,评价结论为＂风险较大＂,为进一步制定项目管理方案提供了依据。  相似文献   

钢锚墩在锦屏一级水电站地下厂房的运用          下载免费PDF全文

黄辉 《探矿工程》2010,37(4):72-74

锦屏一级水电站地下厂房地应力高,分层开挖完成后随着地应力的释放及重新分布,局部岩体出现压碎、层状劈裂破坏,围岩松弛深度及变位不断加深、加大。为了尽快实现锚索锚固支护效应以确保地下厂房洞室群围岩稳定和工程安全,施工时将部分原设计现浇混凝土锚墩调整为钢锚墩进行施工,取得了较好的质量、进度效果。主要介绍了钢锚墩的施工工艺、质量控制要点及其与混凝土锚墩的工效对比分析。  相似文献