古建筑木结构构架加固试验研究

通过对未加固构架和加同构架低周反复荷载试验,研究碳纤维布加固效果和构架的抗震性能.试验得出构架水平力和水平位移的滞同曲线及骨架曲线,根据滞回曲线和骨架曲线的特征,得出了水平力和位移的关系方程和构架恢复力模型,从强度、刚度、变形能力几个方面说明加固效果较好.研究结果为古建筑的抗震性能研究和修缮加周提供了有用的参考.     

古建筑木结构直榫和燕尾榫节点试验研究

通过对典型透榫和燕尾榫榫卯连接的模型低周反复荷载试验,研究了榫卯半刚性连接特性和刚度退化规律.试验得出榫卯连接的弯矩-转角滞回曲线及骨架曲线,并拟合出了弯矩-转角的关系方程和榫卯连接节点恢复力模型,由试验结果给出了两种榫卯连接刚度的非线性变化.研究结果为古建筑的抗震性能研究和修缮加固提供了理论基础.     

论强夯地基的双层构造问题

作者认为强夯使地基具有AB层即双层构造。根据实际资料说明。强夯地基的上部(即A层)和下部(B层)各具特点,自成独立系统。夯击过程动应力水平为临界值的那个深度位置即是AB两层的交界。A层属强夯实区,土层变形大且大部分位置经历过“破坏”夯实过程;B层属弱夯实区,变形小且不论击次增加到多大亦不会进入破坏阶段。A层是良好持力层,只要设计合理,施工得当,此层夯后承载力的增加值同夯前土层原有承载力相比,占明显比例;B层承载力大体维持土层原有水平,有时有提高或降低。从实用观点看,主要应查清A层情况及其底界深度;对B层的了解一般情况下达到一定深度即可。     

粘土流变特性的再认识及确定长期强度的新方法

桩基、边坡工程中C、φ值的正确选取是最为重要的。实验室中模拟,一则要考虑应力状态的相似,二则要使方法经济实用。平衡剪法即应此而生。此方法已应用于实践中,且取得了很好的经济效益。长期(494天)的单剪蠕变实验表明,固结压力对变形破坏有着决定性的影响。因此,进行数据整理时应考虑到固结压力的作用。同时,蠕变实验中存在着一个时间尺度效应。实验是在自行设计的应变式单剪仪上进行的。文章最后还进行了实验结果的对比分析。     

Speciation analysis of metals （Tl, Cd and Pb） in Tl-containing pyrite and its cinder from Yunfu Mine, China, by ICP-MS with sequential extraction

The speciation of heavy metals such as thallium, cadmium and lead existing in pyrite and pyrite cinder was analyzed by ICP-MS with a sequential extraction procedure. The distribution patterns of these metals including exchangeable, reducible, oxidizable and residual fractions were obtained. Tl, Cd and Pb in pyrite and pyrite cinder samples from each extraction step were determined by inductively coupled plasma mass spectrometry (ICP-MS). Under the optimized instrumental conditions, detection limits of Tl, Cd and Pb in different matrices were within the range of 0.006–0.07 μg/L, and the relative standard deviations ranged from 0.8% to 1.2%. The accuracy of Tl, Cd and Pb determination was checked by analyzing two certified reference materials. The results demonstrate that trace Tl, Cd and Pb in the samples can be accurately determined. The sequential extraction results revealed that the percent contents of Tl, Cd and Pb in exchangeable, reducible and oxidizable fractions in pyrite cinder are different from those in pyrite and in pyrite cinder. Tl, Cd and Pb mostly are distributed in residual fraction. Therefore, the mobility of metals in pyrite is higher than that in pyrite cinder. Although distributions of Tl, Cd and Pb in the non-residual fraction are not dominant in pyrite cinder, the total concentrations of them could not be ignored. Consequently, attention must be paid to the risk of potential pollution by pyrite cinder.     

强夯碎石柱法处理淤泥质粘土地基

常规强夯法处理淤泥质粘土地基效果不太理想。本文论述了强夯碎石柱法的原理及应用的可行性,对夯后形成复合地基的沉降、固结,稳定性等问题用多种方法进行了计算,讨论了施工中可能出现的情况。国内外成功的实例表明该法在处理饱和软粘土地基时有着良好的应用前景。     

Laboratory Studies of Characteristics of the Marine Soil

In offshore soils there exists widely a kind if soil which mainly consists of silt and sand except clay with low plasticity. It is often considered a bearing layer of foundation. In this paper this kind of soil in the area of the south china sea where a gravity platform is to be constructed, is studied in the three cases: (1) behavior of static CU; (2) behavior under cyclic loading; (3) behavior of static CU after the soil has been cyclied. According to these laboratory results the mechanism is presented and discussed to explain its special mechanical behaviors     

对混凝土预制桩接桩问题的测试及处理方法

用低应变动测、高应变动测及静载荷测试等多种方法对混凝土预制桩进行测试，诊断混凝土预制桩接桩问题，进而指出了对该问题的处理方法。     

GPS高程曲面拟合算法的精度分析

在GPS高程测量中需要将大地高转换为正常高。本文对GPS高程的多项式曲面拟合、多面函数拟合和移动曲面函数拟合算法进行了比较分析。结果表明,三种拟合算法均能达到四等几何水准的要求,但移动曲面拟合算法精度最高,多面函数拟合算法精度最低。