关于检查井沉降与解决措施的研究

基于我国检查井施工中出现的不均匀沉降及相关施工问题的实际情况,针对导致上述问题出现的各方面原因进行分析,就优化设计、规范开挖及回填施工、强化检查井的砌筑等方面提出了相应解决措施.以期为我国市政管线建设中的检查井设计及施工提供借鉴.     

不均匀沉降对钢网壳结构影响分析

不均匀沉降会对建筑物产生不利影响,甚至会导致局部或整体的破坏.本文以浙江绍兴某钢网壳结构为研究对象,运用有限元分析软件ANSYS,模拟分析不均匀沉降对该钢网壳结构应力、变形及稳定性的影响.结果表明:不均匀沉降会降低钢网壳结构的静力性能和稳定性能,且不均匀沉降越大,对结构的影响越不利.     

锚杆静压桩在纠倾加固工程中加固效果分析

湿陷性黄土地区,由于勘察、设计、施工等方面原因或者使用过程中地基的浸水,可能造成建筑物产生不均匀沉降而倾斜。针对湿陷性黄土的特性,采用"地基加固与钻孔取土纠倾"的综合纠倾方法,在建筑物沉降量较少一侧采用钻孔取土迫降纠倾,在沉降量较大一侧进行地基加固止倾,可以恢复大楼的正常使用功能。不同的加固措施加固效果不同,对比两项工程地质条件相似的建筑物纠倾加固工程,采用锚杆静压桩加固的建筑物加固止倾侧最大沉降量仅16.11mm,采用灰土桩加固的建筑物止倾侧最大沉降量高达到53.72mm。锚杆静压桩在湿陷性黄土地区钻孔取土纠倾加固工程中的加固效果良好,为相似工程提供借鉴经验。     

黄土山区贴坡填方地基的变形特性

为了研究贴坡填方地基的变形特性,依托兰州市某黄土“削峁填沟”工程,开展贴坡填方地基沉降及水平位移监测,借助有限差分数值分析,研究了回填土压实度、坡面坡度、回填高度的影响.结果表明,贴坡填方地基沉降及水平位移均随着时间呈两段式增长,水平位移进入缓慢发展期的时间晚于沉降,原状土地基沉降在总沉降中占比大.竖向平面内沿水平方向,距离坡顶越近沉降越小、水平位移越大;沿深度方向,深度越深,沉降及水平位移均越小,土体深度方向水平运动不协同.压实度、坡度、高度对土体运动矢量长度、方向的影响效果不同,对变形控制的重要性依次为压实度>高度>坡度.实际工程应控制压实度>0.93,尽量减小坡度和一次性填筑高度.     

静压注浆技术在处理地基沉降工程中的应用

结合工程实例，阐述了静压注浆处理地基沉降的施工工艺及工程质量保证措施，并对处理后的注浆效果进行了捡测评价。     

Structural and Electrical Characteristics of Pb（Zr0.53,Ti0.47）O3 Thin Films Deposited on Si （100） Substrates

Pb(Zr0.53, Ti0.47)O3 (PZT) films were directly deposited on Si substrates without a buffer layer by pulsed laser deposition. Only(110)-oriented PZT peaks (other than Si substrate peaks) were observed from the XRD data. The electrical properties of the PZT/Si capacitor were characterized in terms of both the capacitance versus voltage (C-V) and current versus voltage (I-V) measurements. The clockwise trace of the C-V curve shows ferroelectric polarization switching, as is expected. From the I-V curves, the Schottky emission and spacecharge-limited-current behaviour are found to be the mainly leakage current mechanism in a certain electric field range in the negative and positive bias, respectively.     

不同加载方式下路堤沉降性状与预测模型研究

从考虑土体流变的本构关系出发 ,证明了瞬时加载、线性或者近似线性加载和分级加载情况下路堤沉降的性状 ,提出了从数学上能满足各自变形特征的预测模型 ,工程实例分析表明了在不同条件下采用不同模型的合理性和实用性     

ZnWo4：Cr^3＋的吸收光谱研究

本文通过对ZnWo4:Cr^3 晶体的光学吸收谱的观测资料^[1]的分析，假定Cr^3 杂质的有效晶场的八面体结构的变形后的D4晶场。采用Oh点群表象准对角型简化强场方案，导出了d^3-D4强场能量矩阵。首次计算了ZnWo4:Cr^3 的自旋允许谱精细结构。理论计算结果与实验吻合较好。     

可允许集上的广义向量拟均衡问题

主要讨论可允许集上的广义向量拟均衡问题,推广L in的一些结果.     

Hydrostatic settling velocity of sediments

The settling of sediments is an accelerative process in which the concentration of the main sediments zone will heavily influence settling velocity, but the explicit relationship between the concentration and settling velocity has not been reported in literature. Here a theoretical function was built for the time dependent concentration and time dependent settling velocity of sediments ; then the entire settling process reflecting concentration was shown on the basis of sediments instant-settlement theory and mathematical method. Agreement of computed results and experimental data was found. Several governing parameters, including particle size,particle density,inltial suspended sediments concentration and suspension height, were discussed with a series of calculated velocity curves. The research indicated that (1) the presented concentration-velocity time relationship is rational, (2) settling process of the sediments group with variation of concentration consists of acceleration stage, uniform motion stage and deceleration stage, and (3) particle size, particle density and initial suspended sediments concentration have more influence on the settling velocity than the suspension height and water temperature.