半空间埋置动点源荷载问题的传递矩阵法     

周海林 《岩土工程技术》2004,18(2):55-58

引用了流体饱和两相多孔介质的动力控制方程分析半空间埋置动点源荷载问题的位移和变形。经过Laplace Hankel变换 ,控制方程化成常微分方程组。利用数学软件mathmatic对上述方程组求解 ,可以得到单层砂土的传递矩阵。分析过程中 ,假设在两层面上 ,位移与应力相互连续 ,可以借鉴有限元的思想进行耦合计算。这样就获得了在饱和砂土中施加竖向动荷载问题的Laplace Hankel变换解 ,其最终的解还需要通过Laplace Hankel逆变换得到  相似文献   

碎石桩复合地基抗液化设计方法的分析   总被引：2，自引：2，他引：2  

黄春霞  张鸿儒  白顺果 《岩土工程技术》2004,18(6):307-310,314

对碎石桩复合地基抗液化设计方法进行了分析评价 ,并对施工技术作了介绍。基于复合地基抗地震液化作用的分析 ,提出一种合理的抗液化设计方法 ,该方法能够体现碎石桩复合地基的加密、排水和减震三方面的抗地震液化作用。  相似文献   

综合物探方法在汤上屯地热勘探中的应用研究     

龙凡  韩天成 《地下水》2004,26(1):43-47

本文通过联剖、电测深、磁法和测温法等综合工作成果,分析、推断出汤上屯热水构造的产状、性质和热水出露条件,圈定出了热水分布范围.  相似文献   

组合桩型复合地基计算与应用分析   总被引：14，自引：2，他引：14  

周德泉  张可能  刘宏利 《岩土力学》2004,25(9):1432-1436

为完善组合桩型复合地基设计理论，以单一桩型复合地基计算方法为基础，给出了其承载力和沉降量计算方法，提出了静载试验结果的尺寸修正方法，并与测试结果进行了验证。结果表明：经修正后，承压板下组合桩型复合地基承载力试验值与采用本文公式所得计算值吻合；采用桩间土的压缩模量乘以承载力的提高幅值，所得复合压缩模量计算组合桩型复合地基，最终沉降满足工程要求。  相似文献   

水泥土桩单桩荷载传递及临界桩长研究   总被引：7，自引：0，他引：7  

吴雄志 《岩土力学》2004,25(9):1491-1494

将克拉夫-邓肯模型作为传递函数，对水泥土桩荷载传递规律及临界桩长进行了研究，描述了桩周摩阻力的分布及发展规律，并详细讨论了临界桩长的确定标准及各种因素对临界桩长的影响。结果表明，该方法是可行的，该方法同样适用于其它形式的柔性桩。  相似文献   

磷对金刚石增强型硬质合金复合齿性能的影响     

刘晓阳  史晓亮  段隆臣  汤凤林 《煤田地质与勘探》2004,32(4):62-64

在金刚石增强型硬质合金复合齿基体中添加不同量红磷，可降低复合齿烧结温度，实现低温活化烧结。研究表明：添加0．3％(ωB)P的复合齿基体性能最好，采用化学镀Ni-P合金添加P和球磨添加0．1％P的方式，复合齿超硬部分的磨耗比和复合齿的抗冲击功优于单纯通过球磨添加0．3％P的超硬复合齿。为了实现金刚石增强型硬质合金复合齿的低温活化烧结，磷元素最优的添加方式是化学镀结合球磨的添加方式。  相似文献   

复合地基沉降计算的复合本构有限元法适应性研究     

杨涛  徐永福 《岩土力学》2004,25(Z2):243-246

复合本构有限元法是一种新型的复合地基沉降数值计算方法.采用复合本构有限元和传统三维有限元两种计算模型,通过不同桩土模量比、置换率和桩长条件下复合地基沉降计算结果的比较,对复合本构有限元法的适应性进行了探讨.  相似文献   

Analysis of Sediments and Soils by X-Ray Fluorescence Spectrometry Using Matrix Corrections Based on Fundamental Parameters   总被引：2，自引：0，他引：2  

Jacinta Enzweiler  Maria Aparecida Vendemiatto 《Geostandards and Geoanalytical Research》2004,28(1):103-112

Wavelength dispersive X-ray fluorescence spectrometry (WD-XRF) is widely used for the analysis of soils and sediments using well characterised procedures. However, difficulties can occur with samples such as unknowns containing small amounts of ore materials and samples collected from contaminated sites where trace elemental concentrations can exceed the concentration range for routine analysis. We studied the performance of a commercially available method, based on fundamental parameters (FP) to correct matrix effects. The spectrometer was originally calibrated with elemental or simple compound calibrants. Samples were analysed as pressed powder pellets. Eighteen sediment and soil reference materials, three of them with certified values for some of their constituents, were used to evaluate accuracy, by comparing results with recommended values and their standard deviations (RV ± 2s) or certified values and their confidence intervals (CV ± Cl). When results fell systematically outside these intervals, calibrations were refined with geochemical reference materials. The best agreement of results with recommended and certified values was obtained when the contents of H₂O and C in each sample were included as matrix constituents during calculations. The detection limits of trace elements tended to be relatively high, because the measuring conditions employed were not maximised for sensitivity. The main advantage of the method tested was that it enabled the analysis of samples with high concentrations of trace elements and the determination of elements such as F, Bi, Sb and W, which are not commonly included in quantitative XRF analysis of geological samples.  相似文献   

Triaxial stress state deep in orogenic belts: an example from Turkey     

T. Masuda  S. Nakayama  N. Kimura  K. Onodera  A. Okamoto 《Journal of Structural Geology》2004,26(12):2203-2209

A rare metachert pebble containing amphibole grains with microboudin structures in a wide range of orientations provides an opportunity to perform stress analysis in two orthogonal orientations on the foliation surface. The sample was analysed by the microboudin method to infer the triaxial stress state during microboudinage. Stress parameters proportional to the far-field differential stress were determined for sodic amphibole grains in the two orientations. The ratio of the stresses in the two orthogonal orientations (σ₁−σ₂)/(σ₁−σ₃) was calculated to be 0.64, indicating that σ₂ lies closer to the midpoint between σ₁ and σ₃ than to σ₃.  相似文献   

碎石桩复合地基检测分析          下载免费PDF全文

郑俊  刘兴 《探矿工程》2004,31(11):4-6

结合南京钢铁集团新钢铁厂碎石桩复合地基工程实例，从桩身的密实性和连续性、桩体周围土的隆起量以及桩间土挤密效果3个方面对碎石桩复合地基进行检测分析。  相似文献