耐压柱壳参数化设计与灵敏度分析

为提高耐压柱壳设计效率,设计了耐压柱壳参数化分析流程。研究了有限元分析所涉及的材料属性、载荷施加、边界条件设置等内容,确定了采用弧长法分析耐压柱壳稳定性。利用Python语言对于ABAQUS软件进行了二次开发,利用Isight软件实现了ABAQUS的集成,实现了耐压柱壳有限元分析模型的网格自动划分、自动分析计算等。选择样本点进行参数化分析,利用响应面模型对于样本点进行了拟合,得到了具有较高拟合精度、满足工程需要的近似模型,进行了设计变量的灵敏度分析。研究结果表明:参数化分析流程可实现耐压柱壳的自动分析、近似模型及灵敏度分析,可降低耐压柱壳分析难度,均可提高耐压柱壳设计效率。     

Effects of frequency and confining pressure on consolidation drainage behavior of soft marine clays

Abstract

This article presents an experimental investigation on the dynamic consolidation (DC) drainage behavior of soft marine clays. A sinusoidal harmonic load with different frequencies was applied to simulate the DC method in which the conventional impact load was replaced by the cyclic load. Four geotextile-filter strips were used to form the side drainage channels simulating the wick drain method. A series of loading tests were conducted on soft soil specimens at different confining pressures (i.e., 20, 40, 70, and 100?kPa) and different vibration frequencies (i.e., 0, 0.5, 1, 1.5, 2, and 5?Hz). Test results showed that both confining pressure and frequency have significant influences on the drainage behavior of soft marine clay specimens. The magnitude of drainage volume consistently decreases linearly with increasing confining pressure. Compared to static loading condition, specimens under cyclic loading condition at different frequencies show a better drainage performance. Specimen at applied frequency of 1?Hz exhibits the maximum cumulative drainage volume due to the resonant effect.     

海上风电场高桩承台群桩基础平台的设计研究

针对国内海上风电基础设计没有统一的规范及标准,为提升海上风电基础设计建设的水平,通过对东南沿海某海域海上风电基础的设计进行了有限元计算分析论证,验证了群桩高承台结构设计方案的设计方法和设计参数。分析结果表明该设计的最大应力主要发生在塔筒底座与承台接触部位及钢管桩与承台连接段,应在连接部位加强措施处理;基础竖直位移较小,水平位移相对较大;分界部位应力较集中,刚度不能顺畅过渡,可考虑填充碎石土等方法加强。本研究对海上风电基础设计技术的研究与探索,可为将来制定中国海上风电行业标准提供可靠的依据,对中国未来大批量的海上风电能源的开发有着重要意义。     

上海基岩海岛浮山岛的侵蚀现状及保护修复

基于基岩海岛侵蚀研究,利用基岩海岸演变模型,界定浮山岛的海蚀岸类型,估算浮山岛基岩海岸侵蚀后退速率,并结合实地登岛调查分析,提出了浮山岛保护修复方案。建议采用生物屏障的手段达到消浪作用,减少海岸侵蚀,恢复当地生态系统;同时采用生态和工程结合的方式在浮山岛和浮山东岛两岛之间创造潮间带沼泽地,并栽种草本植物来稳定沼泽地,以缓减断裂谷继续发育。     

An Improved Time Domain Approach for Analysis of Floating Bridges Based on Dynamic Finite Element Method and State-Space Model

The floating bridge bears the dead weight and live load with buoyancy, and has wide application prospect in deep-water transportation infrastructure. The structural analysis of floating bridge is challenging due to the complicated fluid-solid coupling effects of wind and wave. In this research, a novel time domain approach combining dynamic finite element method and state-space model (SSM) is established for the refined analysis of floating bridges. The dynamic coupled effects induced by wave excitation load, radiation load and buffeting load are carefully simulated. High-precision fitted SSMs for pontoons are established to enhance the calculation efficiency of hydrodynamic radiation forces in time domain. The dispersion relation is also introduced in the analysis model to appropriately consider the phase differences of wave loads on pontoons. The proposed approach is then employed to simulate the dynamic responses of a scaled floating bridge model which has been tested under real wind and wave loads in laboratory. The numerical results are found to agree well with the test data regarding the structural responses of floating bridge under the considered environmental conditions. The proposed time domain approach is considered to be accurate and effective in simulating the structural behaviors of floating bridge under typical environmental conditions.

     

Understanding coastal wetland hydrology with a new regional‐scale,process‐based hydrological model

Coastal wetlands represent an ecotone between ocean and terrestrial ecosystems, providing important services, including flood mitigation, fresh water supply, erosion control, carbon sequestration, and wildlife habitat. The environmental setting of a wetland and the hydrological connectivity between a wetland and adjacent terrestrial and aquatic systems together determine wetland hydrology. Yet little is known about regional‐scale hydrological interactions among uplands, coastal wetlands, and coastal processes, such as tides, sea level rise, and saltwater intrusion, which together control the dynamics of wetland hydrology. This study presents a new regional‐scale, physically based, distributed wetland hydrological model, PIHM‐Wetland, which integrates the surface and subsurface hydrology with coastal processes and accounts for the influence of wetland inundation on energy budgets and evapotranspiration (ET). The model was validated using in situ hydro‐meteorological measurements and Moderate Resolution Imaging Spectroradiometer (MODIS) ET data for a forested and herbaceous wetland in North Carolina, USA, which confirmed that the model accurately represents the major wetland hydrological behaviours. Modelling results indicate that topographic gradient is a primary control of groundwater flow direction in adjacent uplands. However, seasonal climate patterns become the dominant control of groundwater flow at lower coastal plain and land–ocean interface. We found that coastal processes largely influence groundwater table (GWT) dynamics in the coastal zone, 300 to 800 m from the coastline in our study area. Among all the coastal processes, tides are the dominant control on GWT variation. Because of inundation, forested and herbaceous wetlands absorb an additional 6% and 10%, respectively, of shortwave radiation annually, resulting in a significant increase in ET. Inundation alters ET partitioning through canopy evaporation, transpiration, and soil evaporation, the effect of which is stronger in cool seasons than in warm seasons. The PIHM‐Wetland model provides a new tool that improves the understanding of wetland hydrological processes on a regional scale. Insights from this modelling study provide benchmarks for future research on the effects of sea level rise and climate change on coastal wetland functions and services.     

塔里木盆地显生宙古隆起的分布及迁移

塔里木盆地属于多期叠合盆地,存在多期不整合与古隆起构造,二者的形成及发育密切相关。利用钻井、地震、野外露头等综合资料,开展了盆地尺度的构造层、不整合结构构造、累积最小生长指数分析,进一步了解盆地内多个古隆起的分布、成因及隆升过程,特别是和田、塔中、塔北、巴楚、塔东古隆起及其内部的形成演化。发现盆地内不同时期古隆起构造变形和展布与盆地周缘造山带构造作用相响应。早古生代以来盆地内古隆起经历了6次大的迁移,每次迁移的动力来源于该时期盆地周缘的板块边缘或造山带的构造活动。根据隆起形成的主控因素,塔里木盆地古隆起主要可分为4种成因类型,包括断控隆起、继承性隆起、前陆盆地前缘隆起和构造古地理隆起等。古隆起隆升的差异还体现在隆起区内不同部位上,对油气成藏有重要意义。     

辽宁辽阳地区辽河群酸性火山岩锆石U-Pb年代学及其地质意义

辽宁省辽阳地区出露有大面积的古元古代辽河群地层,在辽河群里尔峪组及高家峪组中识别出一套酸性火山岩。本文通过对酸性火山岩同位素年代学及地球化学研究,用以限定辽河群形成时代,并进一步探讨其形成的动力学背景。这套酸性火山岩岩性包括流纹岩、变流纹质含角砾凝灰岩、角岩化流纹岩和弱硅化流纹岩,对其中6件样品利用LA-ICP-MS锆石U-Pb方法测年。CL图像显示辽河群酸性火山岩中的锆石均具典型的岩浆振荡环带结构和较高的Th/U比值,显示为岩浆锆石。锆石U-Pb年龄可分为3期:2190~2180Ma、2110~2100Ma、1970~1960Ma,结合其中存在继承锆石的结果认为辽河群至少存在3期岩浆活动,将辽河群形成时代限制于2.19~1.96Ga,其形成时代大约持续了230Myr左右。野外接触关系的观察及酸性火山岩的年代学特征从另一个方面揭露辽河群总体为一套无序、局部有序的构造地层,各岩组间不存在上下关系。前人研究表明"辽吉花岗岩"形成年龄为2.16Ga,通过野外观察其与辽河群之间均为构造接触。D1442-1和D1444-2两个样品锆石U-Pb测年结果为2180±12Ma、2190±13Ma,均略早于"辽吉花岗岩",结合其与辽河群野外关系,认为"辽吉花岗岩"应该不是作为沉积基底,而是与辽河群为同一构造运动的产物。辽河群流纹岩Al_2O_3含量16.33%~16.90%,K_2O含量4.62%~4.77%,K_2O+Na_2O含量5.97%~7.54%,含铝指数(A/CNK)比较高为1.27~1.50,为过铝质岩石,显示富铝、高钾特征。此外流纹岩轻稀土富集,重稀土亏损,轻重稀土分馏明显,具有明显的负铕异常,亏损Ba、Sr、Ti,较高的Zr及(Zr+Nb+Ce+Y)含量、10000Ga/Al比值等特点都显示为A型花岗岩,说明其形成于地壳减薄环境。本文在辽河群中识别出一套酸性火山岩与前人在南辽河群识别出的变质流纹岩组成了酸性端元(2201~1960Ma),同时期存在的基性火成岩(2198~1869Ma)为基性端元,证明了辽河群"双峰式火山岩"的存在,暗示辽河群形成于伸展拉张环境。     

软土路基深层搅拌桩检测方法的探讨

根据长江路三期软土路基的工程地质条件及道路工程的施工特征，分析与探讨了适用于道路工程中深层搅拌桩质量的检测方法和桩身质量的综合评价方法，通过对此道路工程中深层搅拌桩质量的检测，总结出了适合道路工程的，轻便触探结合钻探取心的，快捷、方便、可靠、经济合理的较为理想的检测方法。     

天津蓟县雾迷山组高频旋回沉积特征

天津蓟县剖面的中元古界雾迷山组是一套厚达3 300 m的碳酸盐岩地层,其中广泛发育具有近似对称相序组构的雾迷山旋回层,属于特殊的环潮坪型碳酸盐米级旋回层序。在对旋回层内部岩石成因单元的类型及组合分析的基础上,建立了雾迷山旋回层的基本模式和沉积环境模式,并对成因单元的岩石磁化率特征及其对高频旋回的反映进行了探索。认为雾迷山旋回层为沉积环境的水深由较浅—较深—较浅—暴露条件下的沉积,可能代表真正的沉积旋回;其成因单元之间具有明显的有序叠置形态,表明它有可能是与米兰柯维奇旋回具有成因关联的高频率海平面变化所控制的自旋回沉积作用的产物。