人工神经网络在桩基工程中的应用综述   总被引：15，自引：3，他引：15  

王成华  张薇 《岩土力学》2002,23(2):173-178

对人工神经网络在桩基工程中的应用研究工作进行了回顾与评述。总结了神经网络在单桩承载力、荷载－位移关系预测以及基桩动测完整性判释等方面的技术成果与水平，并分析和探讨了进一步的研究方向和应用前景。  相似文献   

在实际工程中怎样选择持力层厚度     

袁萍 《地质灾害与环境保护》2001,12(1):40-42

就《规范》公式确定地基承载力时没限定持力层厚度这一不足提出了自己的看法，描述了各种地层组合关系时，总力与地基承载力之间的关系。  相似文献   

地基承载力的试验研究   总被引：7，自引：3，他引：7  

吴哲滨  于刚 《工程地质学报》2001,9(3):277-281

进行地基承载力的试验研究, 对于充分利用和挖掘地基潜力、合理选择地基持力层、提高勘察工作质量、促进岩土工程勘察技术的发展具有重要的现实意义。本文结合唐山钢铁公司第二炼铁厂 2 5 6 0m3 高炉勘察实例, 系统介绍了地基承载力的试验研究过程, 并应用了-种有推广价值的试验技术室内模拟载荷试验。  相似文献   

河北省未来耕地养育力研究   总被引：3，自引：0，他引：3  

葛京凤  王月霞 《地域研究与开发》2001,20(1):79-82

文章利用联合国粮农组织的农业生态区域法等方法，测算了河北省未来时期作物潜力总产，预测了人口数量，计算了温饱型，宽裕型，小康型营养水平下2005年和2020年的耕地人口养育量，用耕地养育力指数揭示了人口养育潜力，并在此基础上分析了各市的区域差异，提出了提高耕地养育力，实现耕地可持续利用的对策。  相似文献   

抚州市泥质粉砂岩全风化工程性质研究     

周龙茂  邵明  谢乐云  胡火旺 《华东地质学院学报》2001,24(4):303-305

泥质粉砂岩全风化工程性质在有关规范中均未进行定量评价，这给工程技术人员带来困难与不便。本文根据抚州市工程实测资料，评价了软质岩石全风化工程性质，提出确定承载力的方法及承载力的取值。  相似文献   

硫化物矿物溶解度与溶液pH值的关系   总被引：2，自引：0，他引：2  

贾建业  兰斌明  谢先德  吴大清  汤艳杰  王燕  王建成 《吉林大学学报(地球科学版)》2001,31(3):241-246

硫化物作为自然界常见的一大类矿物 ,由于溶解度很小 ,硫化物对水pH值的影响以及水对它的溶解度影响往往被人们所忽视。通过计算常见硫化物矿物的自由能ΔG0f、溶度积Ksp和溶解度S、绘制logS—pH曲线 ,得出硫化物矿物在不同 pH值条件下的溶解规律 ,水溶液的pH值受硫化物矿物的控制 ;反过来 ,水溶液的pH值也影响着矿物溶解度的大小。此外 ,对硫化物矿物饱和溶液的缓冲范围、缓冲容量和硫化物与溶液pH值相互作用的机理进行了探讨  相似文献   

挖孔桩在长春市应用及承载力评定   总被引：1，自引：0，他引：1  

李向群  袁铁铮 《水文地质工程地质》2001,28(6):62-65,71

挖孔桩承载力的评价是国内、吉林省内重大课题，直接关系到它应用前景。本文试图结合国内现行诸规范，结合长春市实例，提出建议性意见，供广大设计者参考。  相似文献   

蒙脱石、高岭石、伊利石对重金属离子吸附容量的实验研究   总被引：48，自引：4，他引：48       下载免费PDF全文

何宏平郭九皋  朱建喜杨丹 《岩石矿物学杂志》2001,20(4):573-578

在pH=4,t=23℃和微量浓度条件下,不改变离子浓度,通过增加吸附液体积进而增加体系中重金属离子含量的方法进行了蒙脱石、伊利石、高岭石对Cu2+、Pb2+、Zn2+、Cd2+、Cr3+等重金属离子吸附容量的实验研究,结果表明,3种矿物吸附容量大小顺序为蒙脱石>伊利石>高岭石,与其阳离子交换容量密切相关.Cu-蒙脱石和Cr-蒙脱石的X射线衍射结果表明,Cu2+、Cr3+通过离子交换作用进入了蒙脱石的层间.同一矿物对不同重金属离子也有不同的吸附容量蒙脱石Cr3+>Cu2+>Zn2+>Cd2+>Pb2+;高岭石Cr3+>Pb2+>Zn2+>Cu2+>Cd2+;伊利石Cr3+>Zn2+>Cd2+>Cu2+>Pb2+.  相似文献   

The heat capacity of two natural chlorite group minerals derived from differential scanning calorimetry     

C. Bertoldi  A. Benisek  L. Cemic✓  E. Dachs 《Physics and Chemistry of Minerals》2001,28(5):332-336

The heat capacity of natural chamosite (X_Fe=0.889) and clinochlore (X_Fe=0.116) were measured by differential scanning calorimetry (DSC). The samples were characterised by X-ray diffraction, microprobe analysis and Mössbauer spectroscopy. DSC measurements between 143 and 623?K were made following the procedure of Bosenick et?al. (1996). The fitted data for natural chamosite (CA) in J?mol^?1?K^?1 give: C _p,CA = 1224.3–10.685?×?10³?×?T ^??0.5???6.4389?× 10⁶?×T ^??2?+?8.0279?×?10⁸?×?T ^??3 and for the natural clinochlore (CE): C _p,CE = 1200.5–10.908?×?10³?×T ^??0.5?? 5.6941?×?10⁶?×?T ^??2?+?7.1166?×?10⁸?×?T ^??3. The corrected C _p-polynomial for pure end-member chamosite (Fe₅Al)[Si₃AlO₁₀](OH)₈ is C _p,CAcor = 1248.3–11.116?× 10³?×?T ^??0.5???5.1623?×?10⁶?×?T ^??2?+?7.1867?×?10⁸×T ^??3 and the corrected C _p-polynomial for pure end-member clinochlore (Mg₅Al)[Si₃AlO₁₀](OH)₈ is C _p,CEcor = 1191.3–10.665?×?10³?×?T ^??0.5???6.5136?×?10⁶?×?T ^??2?+ 7.7206?×?10⁸?×?T ^??3. The corrected C _p-polynomial for clinochlore is in excellent agreement with that in the internally consistent data sets of Berman (1988) and Holland and Powell (1998). The derived C _p-polynomial for chamosite (C _p,CAcor) leads to a 4.4% higher heat capacity, at 300?K, compared to that estimated by Holland and Powell (1998) based on a summation method. The corrected C _p-polynomial (C _p,CAcor) is, however, in excellent agreement with the computed C _p-polynomial given by Saccocia and Seyfried (1993), thus supporting the reliability of Berman and Brown's (1985) estimation method of heat capacities.  相似文献   

Partitioning of heavy metals on soil samples from column tests   总被引：3，自引：0，他引：3  

R. N. Yong  W. Z. W. Yaacob  S. P. Bentley  C. Harris  B. K. Tan   《Engineering Geology》2001,60(1-4):307-322

In this study, column tests were used to determine the retention capability of three types of estuarine alluvia collected adjacent to landfill sites in South Wales. Selective sequential extraction (SSE) was used to study the retention mechanisms of heavy metals in the soil columns obtained from leaching experiments. Acid digestion was later used to check the validity of the SSE results. Breakthrough curves show good retention of heavy metal ions (Pb, Cu, and Zn) by all soils, where almost 99% of heavy metals were retained with the C_e/C_o values in the order of 10⁻³. The retention strength of these soils was observed to be constant up to five pore volumes (PV). This corresponds with the pH of the effluents and pore water of soil slices, which also show good buffering capacity against very acidic leachate up to 5PV. The heavy metal extraction profiles from SSE show very similar trends with the retention profiles from the leaching experiments, where heavy metals were retained mainly at the top part where the leachate entered the column. SSE indicates qualitatively that heavy metals precipitated with carbonates and amorphous materials (oxides/hydroxides) are higher than heavy metal retention via exchangeable mechanisms. The mass balance calculation gives range of deviation of 1–16% of the total soil extraction. The distribution of the heavy metals with various soil constituents are ranked in the following order: Carbonates>Amorphous oxides hydroxides>Organic matter>Exchangeable phases.  相似文献