EXPO 2010上海世博会的城市土地储备运作机制研究

从土地储备机制设计角度,阐述建立上海世博会的土地储备运作机制的意义,原则和可行性,提出上海世博会的土地储备方案的流程设计,研究上海世博会投资所带来周边的土地增值收益,土地储备的价格和用地类型和纳入土地储备范围等内容,旨在探讨将上海土地储备机制与上海世博会建设投融资机制相结合,从而将政府对世博会投资所带来的土地增值效应纳入世博会工程投融资循环,对于上海市城市建设和经济发展有着重要的战略意义和应用价值。     

往返荷载下粗粒土的残余变形特性

结合紫坪铺、瀑布沟和密云土石坝工程,在大型动三轴试验机上(试样尺寸为φ300×750mm),通过往返加荷三轴试验,研究了堆石料和砂砾石料在非饱和状态、饱和排水状态及饱和不排水状态下的残余变形特性,探讨了粗粒土料的密实度、饱水程度、排水条件、初始应力条件及往返加荷条件等对其残余变形特性的影响,并进行了对比分析,得出了一些有工程实用意义的结论.这些研究成果,可作为紫坪铺、瀑布沟和密云土石坝工程进行抗震设计和地震变形分析的基本依据,对其它工程也有重要的参考价值.     

加筋垫层承载性能和工程应用综述

随着土工合成材料技术在我国的应用和发展,土工合成材料加筋垫层已经在土木工程中得到广泛的应用,经济效益显著。但目前加筋垫层的作用机理与承载性能的研究远远落后于工程实践,加筋垫层设计计算还没有一套相对成熟的方法,直接影响了加筋垫层的进一步推广应用。本文在阅读大量国内外文献的基础上,归纳和总结了加筋垫层的承载性能和设计方法研究现状,指出目前存在的主要问题,并提出了进一步研究的方向。     

浅议工程机械液压系统的使用与维护

分析了常用工程机械液压系统维护不当而对其造成的危害，探讨了如何正确使用与维护液压系统，以保证工程机械液压系统正常良好的技术状况，有效延长机械使用寿命。     

强夯法在软土地基中的应用

对软土的概念作了阐述，介绍了强夯法加固软基的机理、设计重点，并结合具体的施工实倒，从施工准备、试夯、夯击等方面对强夯法加固施工工艺作了详细探讨。     

城市规划公众参与模式探讨

介绍了当前规划中公众参与存在的问题，并对其存在的问题提出了解决途径，最后从法制建设、提高公众参与意识、城建会建设几方面对保障机制进行了阐述，以期在现今社会环境中，为公众参与寻找出问题的解决途径。     

预应力混凝土叠合受弯构件刚度评价及挠度计算

分析了二次受力情况下预应力混凝土叠合构件断面的受力特点,探讨了其刚度的评价方法和挠度计算方法。在正常使用状态下,由于预制断面上荷载预应力的存在,增大了断面的有效受压区面积,从而提高了叠合构件的初期抗弯刚度。给出的挠度计算方法合理地解决了二次受力叠合构件的挠度计算问题,其计算结果与试验结果吻合较好。     

The characterisation of friction stir welding process effects on stiffened panel buckling performance

The introduction of advanced welding methods as an alternative joining process to riveting in the manufacture of primary aircraft structure has the potential to realise reductions in both manufacturing costs and structural weight. However, welding processes can introduce undesirable residual stresses and distortions in the final fabricated components, as well as localised loss of mechanical properties at the weld joints. The aim of this research is to determine and characterise the key process effects of friction stir welding assembly methods on stiffened panel static strength performance. Utilising experimentally validated finite element modelling methods, it is demonstrated that welding induced residual stresses have a significant influence, and that collapse behaviour is less sensitive to advanced process effects and process effect magnitudes than panel initial buckling behaviour.     

低碳中铬钢在模拟CO2-EOR环境下的腐蚀行为

 为了研究Cr5和Cr7(质量分数/%)钢在CO₂-EOR高温高压服役条件下的腐蚀机理,利用高温高压反应釜模拟其腐蚀行为,使用失重法测定了腐蚀速率,采用SEM、EDS、XRD和XPS等手段对腐蚀产物进行了观察与分析,探讨了试验钢在CO₂条件下的腐蚀机理,并提出了腐蚀模型。研究结果表明,Cr5钢的腐蚀速率为0.734 75 mm/a,Cr7钢的腐蚀速度为0.217 32 mm/a;腐蚀产物均由外层的FeCO₃晶体以及内层的非晶态FeCO₃和Cr(OH)₃组成;腐蚀初期,产物膜以原位形成和阳极溶解后逐渐沉积两种途径生成;产物完全覆盖基体后,离子在界面处的扩散后沉积成为产物膜生长的主要途径。     

Bearing behavior and failure mechanism of squeezed branch piles

The current practice for the design of squeezed branch piles is mainly based on the calculated bearing capacity of circular piles. Insufficient considerations of the load-transfer mechanism, branch effect and failure mechanism, as well as overreliance on pile load tests, have led to conservative designs and limited application. This study performs full-scale field load tests on instrumented squeezed branch piles and shows that the shaft force curves have obvious drop steps at the branch position, indicating that the branches can effectively share the pile top load. The effects of branch position, spacing, number and diameter on the pile bearing capacity are analyzed numerically. The numerical results indicate that the squeezed branch piles have two types of failure mechanisms, i.e. individual branch failure mechanism and cylindrical failure mechanism. Further research should focus on the development of the calculation method to determine the bearing capacities of squeezed branch piles considering these two failure mechanisms.