新型抗滑结构围桩-土的耦合效应分析

在引入围桩-土耦合式抗滑结构的基础上建立数值分析模型;通过分析该抗滑结构中围桩-土的应力、应变分布规律,详细探讨围桩-土整个结构的耦合效应特征。进一步开展模型试验,测试并分析围桩前、后土压力和桩身弯矩分布特征,论证了围桩-土耦合式抗滑结构的作用机制。最后,分析了桩后距离、不同深度及不同土体强度参数对土拱效应的影响。得到：（1）围桩与桩内土体耦合呈现出4种应力拱形态：紧邻围桩后为扩肩型拱、围桩间双曲线型拱、围桩间凸向桩外的抛物线型拱、围桩间凸向桩内的抛物线型拱;（2）相邻围桩采用约4倍桩径间距、正六边形布置并顶部用圈梁固结、锚固一定深度可形成一种耦合式抗滑结构。该结论对于该新型抗滑结构的推广应用具有一定的指导意义。     

对流电场产生电离层扰动的典型事例

用欧空局ＥＩＳＣＡＴ极光区非相干散射雷达观测资料、南极中山站电离层垂测站和我国１２０°Ｅ电离层站链ｆ０Ｆ２资料，分析了１９９１年５月２～３日一次主要由磁层对流引起的电离层扰动过程。从形态特征上看，它与热层中性大气参与的动力耦合过程明显地不同。对照比较表明，这是一次典型的磁层－电离层电动耦合事例。全球地磁站网资料从另一侧面证实，本文讨论的耦合机制是正确的。     

高分卫星自然资源调查需求满足度评估

当前高分对地观测数据应用来源众多,且其应用方式各异,如何对需求其进行规范化和结构化的需求综合及聚类,进而开展卫星观测能力对于用户需求的需求满足度进行评估,是当前高分对地观测系统建设及应用的关键.本研究基于层次分析法开展自然资源遥感调查的需求建模与评价研究,以可见光近红外类型的自然资源遥感调查需求为主要研究对象,提取自然...     

Seismic design and response evaluation of unbonded post‐tensioned hybrid coupled wall structures

This paper presents an analytical investigation on the seismic design and response of coupled wall structures that use unbonded post‐tensioned steel coupling beams. Both monolithic cast‐in‐place reinforced concrete wall piers and precast concrete wall piers are considered. Steel top and seat angles are used at the coupling beam ends for energy dissipation. The seismic design of prototype structures to achieve target displacement‐based performance objectives is evaluated based on nonlinear static and dynamic time history analyses. Additional recommendations are provided on shear design. Comparisons with ‘conventional’ structures that use embedded steel coupling beams as well as isolated walls with no coupling are provided. The results indicate that while the peak lateral displacements of unbonded post‐tensioned coupled wall structures are larger than the peak displacements of structures with embedded beams, the residual displacements are significantly reduced as a result of the restoring effect of the post‐tensioning steel. Copyright © 2008 John Wiley & Sons, Ltd.     

The Polar Cap (PC) indices: Relations to solar wind parameters and global magnetic activity

The polar geomagnetic activity resulting from solar wind–magnetosphere interactions can be characterized the Polar Cap (PC) indices, PCN and PCS. PC index values are derived from polar magnetic variations calibrated on a statistical basis such that the index approximate values in units of mV/m of the interplanetary “geo-effective” (or “merging”) electric field (E_M) conveyed by the solar wind. The timing and amplitude relations of the PC index to solar wind plasma and magnetic field parameters are reported. The solar wind effects are parameterized in terms of the geo-effective electric field (E_M) and the dynamical pressure (P_DYN). The PC index has a delayed and damped response to E_M variations and display saturation-like effects for E_M values exceeding 10 mV/m. Steady or slowly varying levels of solar wind dynamical pressure have little or no impact on the PC index above the effects related to E_M for which the solar wind velocity is also a factor. Sharp increases in the dynamical pressure generate impulsive variations in the PC index comprising a initial negative impulse of 5–10 min duration followed by a positive impulse lasting 10–20 min. Typical amplitudes of both the negative and the positive impulses are 0.2–0.5 units. A sharp decrease in the pressure produces the inverse sequence of pulses in the PC index. Auroral substorm activity represented by the AL index level has a marked influence on the average PC/E_M level at the transition from very quiet (AL0 nT) to disturbed conditions while more or less disturbed conditions (AL<−100 nT) have no systematic effect on the average PC/E_M values. At distinct substorm events the PC/E_M ratio has a minimum (0.8) in the pre-onset phase at around 20 min before substorm onset. The average ratio gradually increases in the expansion phase to reach a maximum value (1.1) at around 40 min after substorm onset (or 20 min after the largest (negative) peak in AL). At substorm recovery during the next 2 h the PC/E_M ratio decreases. Finally, we report on the application of polar magnetic variations to model the disturbance storm time (Dst) index development during magnetic storms by using the PC index as a source function to quantify the energy input to the ring current representing accumulated storm energy and characterized by the Dst index.     

渗流诱发套损机制与数值计算

油田套损是石油工程中的一大技术难题,多年来困扰着各油田。大量的现场调查和理论分析表明,油田套损与油藏渗流场动态变化密切相关。无论是剪切套损、拉伸套损还是挤压套损,都是渗流引起应力场调整,最终导致套管受力损伤。基于油藏流固耦合理论,分析了油田渗流诱发套损的机制,建立了油藏渗流-应力耦合计算的数学模型,并介绍了利用流固耦合进行套损预测计算的算例,对于套损防控具有重要的理论指导意义。     

黄河下游标准化堤防纵向裂缝成因与防治

因放淤固堤导致河南、山东堤防多处出现纵向裂缝,严重影响了黄河下游标准化堤防工程建设的质量与进度。通过开展现场调研与室内试验,基于饱和-非饱和渗流-应力耦合及湿化变形理论,探讨黄河大堤纵向裂缝的形成原因,据此制定相应的预防与治理对策。研究表明,淤背施工过快是导致大堤开裂的根本原因,堤身湿化变形、淤区排水不畅、堤顶堆载、堤顶重载车辆作用等加剧了堤身裂缝的形成与扩展;控制淤背施工速率、加速淤区排水、避免堤顶堆载等是预防裂缝的有效措施;锥探灌浆、开挖回填等方法可用于治理裂缝。     

随机连续模型分析裂隙岩体耦合行为

利用能够反映岩体水力性质空间变异特性的随机连续模型对隧洞开挖过程中的裂隙岩体渗流-应力耦合过程进行了数值分析。随机渗透系数场通过顺序指示模拟方法生成。顺序指示法是一种非参数地质统计学技术,他允许输入任何形式的渗透系数概率分布而不需要对分布做任何假设。由随机模拟生成的渗透系数场被投影到有限元计算网格中进行耦合分析。力学响应使用基于连续介质的节理本构模型来反映岩体中软弱面的影响。结果表明,随机连续模型能够较好地预测裂隙岩体的稳定入渗率,水力性质的空间变异性对裂隙介质的耦合过程起着重要作用。在不排水条件下,隧洞每次开挖开始时,由于岩石应力重分布,孔隙水受到扰动,短时间内不能流动平衡,因此孔压会迅速上升,这对于围岩稳定是不利的。     

闽西山区旅游开发与脆弱生态环境耦合发展机制研究之展望

深入研究闽西山区旅游开发与脆弱生态环境耦合发展机制,即通过建立山区生态脆弱性评价指标体系、研究脆弱生态环境与旅游开发耦合发展、构建闽西生态脆弱区旅游资源开发模式及建立旅游发展预警系统等措施来实现闽西山区旅游开发与脆弱生态环境保护的良性耦合。学术贡献主要体现在：理论层面上可以建立一种适用于山区型生态脆弱区生态环境与旅游开发协调发展的分析框架,在应用层面上实现旅游资源适度开发与生态环境有效保护,促进山区型生态脆弱区生态资源可持续发展。为实现研究目标,本研究从人地关系角度出发提出自上而下、自下而上相结合的技术路线。     

半干旱区植被风沙动力过程耦合研究:Ⅰ.模型

从植被生长和风沙活动之间的相互作用机制出发,建立了植被-风沙动力耦合模型。模型包括生物量动力学方程和风蚀量动力学方程。生物量动力学方程主要考虑了植被生产潜力在植被覆盖地表和非植被覆盖地表上的转化、生物量自身消耗以及风蚀量对生物量的影响;风蚀量动力学方程主要考虑风蚀潜力在流沙地表和非流沙地表上的转化以及生物量对风蚀量的影响。根据我国北方半干旱地区相关研究成果对模型中的参数取值进行了探讨,以便进行模拟和应用研究。