刚-柔性桩复合地基中桩荷载传递规律试验研究   总被引：5，自引：1，他引：4  

朱奎  魏纲  徐日庆 《岩土力学》2009,30(1):201-205

为了解刚-柔性桩复合地基中刚性桩和柔性桩的荷载传递规律,在温州地区选择了2幢采用刚-柔性桩复合地基的建筑物进行原位试验。试验前在钻孔灌注桩桩身埋设了钢筋应力计,在水泥搅拌桩桩身埋设了振弦式应变计,在建筑物施工过程中同步检测传感器的变化情况。试验结果表明,不同部位及不同类型桩荷载传递规律不同,中部刚性桩摩阻力相对于边部刚性桩重心下降,刚性桩荷载传递长度大于柔性桩。无褥垫层刚-柔性桩复合地基中部刚性桩在层数低时会出现负摩阻力,有褥垫层刚-柔性桩复合地基中在施工期间始终存在负摩阻力。中部桩端承力要高于边部桩端承力。  相似文献   

柔性荷载下粉喷桩复合地基承载特性试验研究   总被引：8，自引：1，他引：7  

陈善雄  许锡昌  赵文光 《岩土力学》2007,28(2):274-278

开展了粉喷桩复合地基承载性能试验,实测了柔性荷载下桩、土应力,探讨了复合地基中桩土应力比及其变化规律。研究表明,粉喷桩复合地基载荷-沉降曲线一般表现为缓变型;粉喷桩复合地基承载力宜按相对沉降法取相对沉降比为0.01所对应的压力。由于砂垫层的流动补偿作用,柔性荷载下桩土应力比随荷载的增加变化较为平缓,在复合地基承载力基本值附近桩土应力比变化范围为1.73～6.83,平均值为3.20。  相似文献   

刚性承台下变截面柔性桩与地基相互作用的线性分析   总被引：1，自引：1，他引：0  

刘杰  张可能 《岩土力学》2003,24(5):759-763

对桩侧土及桩端土均采用线性荷载传递函数,同时,考虑桩周土所分担的荷载对单桩荷载传递规律的影响,利用力学理论及微分方程的近似解法-子域法,推出了刚性承台下变截面柔性单桩与地基相互作用的系列近似解析算式,并通过算例,将承台下变截面柔性桩的情况与同体积的等截面柔性桩的情况进行了对比。对比表明：改变桩型能提高柔性单桩及单桩承台的承载力。将模型试验结果与计算结果进行了比较,验证了解析算式的可行性。  相似文献   

流体阻力对软管空间平衡形态的影响   总被引：1，自引：0，他引：1  

郭小刚金星  张俊彦 《海洋工程》2000,18(2):1-6

深海采矿系统中的一个关键环节是连接中继舱和集矿机的软管。软管空间形态的非线性分析是一个复杂的问题。本文采用荷载增量法与牛顿一拉夫逊相结合的方法研究了软管在稳定水流作用下位移的反应,利用非线性有限元理论与Morison流体阻力计算公式分析了流体阻力对软管空间形态的影响。该计算模型可为软管输送性能的设计提供理论参考依据。  相似文献   

Evolution of terrace risers along the upper Rhine graben inferred from morphologic dating methods: evidence of climatic and tectonic forcing   总被引：1，自引：0，他引：1  

B. Nivière  & Guy Marquis 《Geophysical Journal International》2000,141(3):577-594

  相似文献   

A unified CFD‐DEM approach for modeling of debris flow impacts on flexible barriers          下载免费PDF全文

Xingyue Li  Jidong Zhao 《国际地质力学数值与分析法杂志》2018,42(14):1643-1670

This paper presents a unified modeling framework to investigate the impacts of debris flow on flexible barriers, based on coupled computational fluid dynamics and discrete element method (CFD‐DEM). We consider a debris flow as a mixture of fluid and particles where the fluid and particle phases are modeled by the CFD and the DEM, respectively. The fluid‐particle coupling is considered by the exchange of interaction forces between CFD and DEM calculations. The flexible barrier is simulated by the DEM as a network of bonded particles with remote interactions. The proposed coupled CFD‐DEM approach enables us to conveniently handle the complicated three‐way interactions among the fluid, the particles, and the flexible barrier structure for debris flow impact simulations. The proposed approach is first used to investigate the influences of channel inclination and the volumetric solid fraction in a debris mixture on the impact force, the resultant deformation, and the retained mass in a flexible barrier. The predictions agree well with existing experimental and numerical studies. We further examine the possible failure modes of a flexible barrier under debris flow impact and their underlying mechanisms. The performance of different components in a flexible barrier system, including single wires, double twists and cables, and their load sharing mechanisms, are carefully evaluated. The proposed unified framework offers a novel, promising pathway towards physically based, quantitative analysis and design of flexible barriers for debris flow mitigation.  相似文献   

Multiaxial Fatigue Analysis on Reeled Deepwater Steel Catenary Risers with Girth Weld Defects     

杨和振  丁金鸿  李清泉  李华军 《中国海洋工程》2014,(6):857-868

In the present study, we simulated the reel-lay installation process of deepwater steel catenary risers（SCRs） using the finite element method and proposed multiaxial fatigue analysis for reeled SCRs. The reel-lay method is one of the most efficient and economical pipeline installation methods. However, material properties of reeled risers may change, especially in the weld zone, which can affect the fatigue performance. Applying finite element analysis（FEA）, we simulated an installation load history through the reel, aligner, and straightener and analyzed the property variations. The impact of weld defects during the installation process, lack of penetration and lack of fusion, was also discussed. Based on the FEA results, we used the Brown-Miller criterion combined with the critical plane approach to predict the fatigue life of reeled and non-reeled models. The results indicated that a weld defect has a significant influence on the material properties of a riser, and the reel-lay method can significantly reduce the fatigue life of SCRs. The analysis conclusion can help designers understand the mechanical performance of welds during reel-lay installation.  相似文献   

考虑传感器故障的柔性航天器自适应积分滑模主动容错控制     

高志峰  韩冰  钱默抒  林金星 《南京气象学院学报》2018,10(2):146-152

针对考虑传感器故障的柔性航天器姿态系统,提出了一种主动容错控制方法.首先,通过对测量输出进行滤波,将传感器故障转化为执行器故障形式;接着,设计一个基于未知输入观测器的自适应故障估计观测器,对未知故障进行辨识,同时,采用了一个故障检测观测器,对故障的发生进行检测;然后,利用故障估计信号对系统输出进行调节,结合自适应积分滑模和线性矩阵不等式技术设计输出反馈容错控制器;最后,对所设计的主动容错控制方法进行仿真,验证了所提方法的有效性.  相似文献   

Behavior of Vertical Pressure Imposed on the Bottom of a Trench     

Young-Suk Song  Meng-Leang Bov  Won-Pyo Hong 《Marine Georesources & Geotechnology》2016,34(8):703-711

A series of model tests were performed to investigate the behavior of vertical pressure imposed on the bottom of a trench. The tests were conducted in two phases to generate soil arching due to soil deformation: (1) the backfilling phase and (2) the lowering-bottom phase. First, the backfilling phase was performed by filling sand into the trench, in which soil deformation was developed due to selfcompaction by the weight of the sand. The lowering-bottom phase was then conducted by lowering the bottom plate of the trench to induce additional soil deformation. The behavior of the vertical pressure acting on the bottom of the trench during the backfilling phase can simulate that of the vertical pressure imposed on the bottom of buried rigid pipes. The behaviors of buried flexible pipes could be observed during the lowering-bottom phase, in which both the minimum and the maximum vertical pressures could be obtained according to the induced soil deformation. A novel method for predicting the vertical pressures in each phase was proposed. The agreements between the predictions by the proposed method and the experimental results were demonstrated.  相似文献   

深海半潜浮式生产平台关键理论与技术问题     

张新曙  尤云祥  滕明清 《海洋工程》2016,34(1):117-123

深海半潜浮式生产平台FPU(floating production unit)是国际海洋油气资源开发的关键基础性装备。针对半潜浮式生产平台的技术特点,系统阐述其各方面特性(包括:总布置、系泊和立管、水动力性能、结构设计与分析等)及相关研究现状和未来发展趋势。并结合我国南海地理、水文和资源环境等特点,对未来半潜浮式生产平台的开发提出了一些建议。  相似文献