关于p范最小解的存在性与唯一性的讨论

本文从理论上细致地分析了ｐ－范最小解的存在性与唯一性问题。结论如下：当０〈ｐ〈１时，ｐ－范最小解存在，而且当ｐ〉１时，解存在且唯一。     

阿勒泰地区春季寒潮暴风雪气特征分析

通过春季寒潮暴风雪天气的历史天气图和GMS－5卫星云图资料的分析，揭示了阿勒泰地区春季寒潮暴风雪天气的环流特点及云图特征，从中得出春季寒潮暴风雪天气的预报指标。     

FI技术在油气地质研究中的应用新进展

流体包裹体(FI)为研究油气地质提供了一种崭新的思路、方法和手段。通过分析流体包裹体的类型、特征、丰度、均一温度、盐度、压力和成分，可以了解油气热演化程度，为油气生成时的物理化学条件和流体的来源等研究提供重要信息；在油气运移、聚集过程中，温度与成分等特征发生相应的交化，通过对不同阶段所捕获的FI的研究，可以确定油气的运移时间和深度，探明油气运移的通道和方向，评价油气资源潜力以及预测油气的勘探远景区。此外，作还用流体包裹体势图和流体包裹体地层学方法，从宏观上描述了油气的运聚方向和通道，指出了其会聚的最有利区段，为直接指导油气的勘探提供理论依据。     

Development and validation of p‐y modeling approach for seismic response predictions of highway bridges

This study aims to realistically simulate the seismic responses of typical highway bridges in California with considerations of soil–structure interaction effects. The p‐y modeling approaches are developed and validated for embankments and pile foundations of bridges. The p‐y approach models the lateral and vertical foundation flexibility with distributed p‐y springs and associated t‐z and q‐z springs. Building upon the existing p‐y models for pile foundations, the study develops the nonlinear p‐y springs for embankments based on nonlinear 2D and 3D continuum finite element analysis under passive loading condition along both longitudinal and transverse directions. Closed‐form expressions are developed for two key parameters, the ultimate resistant force p_ult and the displacement y₅₀, where 0.5p_ult is reached, of embankment p‐y models as functions of abutment geometry (wall width and height, embankment fill height, etc.) and soil material properties (wall‐soil friction angle, soil friction angle, and cohesion). In order to account for the kinematic and site responses, depth‐varying ground motions are derived and applied at the free‐end of p‐y springs, which reflects the amplified embankment crest motion. The modeling approach is applied to simulate the seismic responses of the Painter Street Bridge and validated through comparisons with the recorded responses during the 1992 Petrolia earthquake. It is demonstrated that the flexibility and motion amplification at end abutments are the most crucial modeling aspects. The developed p‐y models and the modeling approach can effectively predict the seismic responses of highway bridges. Copyright © 2016 John Wiley & Sons, Ltd.     

直线与缓和曲线斜交的直接解算法

本文提出了缓和曲线的拟合圆弧的概念,首先确定直线与拟合圆弧的交点,将拟合圆弧的交点桩号作为直线与缓和曲线交点的初始桩号,算出其中桩坐标与走向方位角,再由初始交点向直线作垂线算出初始桩号的改正数,实现了交点桩号的直接解算。     

"3S"技术在四川木里地区金矿资源预测与定位中的应用

在新的成矿理论、新思路的指导下,通过对已有地质、物探、化探、遥感资料进行二次开发及综合研究分析。应用以遥感技术(RS)为主。辅以GIS、GPS技术和野外现场验证等多源信息手段和方法,进行成矿预测,高效、快速、经济地实现找矿靶区的预测与定位。     

二安替比林对羟基苯乙烯基甲烷与钒的高灵敏显色反应

合成了试剂二安替比林对羟基苯乙烯基甲烷 (DApHVM) ,研究了它与V(Ⅴ )的显色反应。在H3PO4介质中 ,Mn(Ⅱ )和Tween 2 0协同作用下 ,DApHVM与V(Ⅴ )生成红色产物 ,λmax为 540nm ,ε=1 0 3× 1 0 6 L·mol-1 ·cm-1 ,V(Ⅴ )的质量浓度在 0～ 50 μg/L内符合比尔定律。方法用于中草药及钢样中V(Ⅴ )的测定 ,结果与原子吸收法一致 ,加标回收率在 96%～ 1 0 5 % ,5次测定结果的RSD <3 5 %。     

含铁地下水成因、危害及防治

含铁地下水形成于中偏酸性的还原性水文地球化学环境中,人为活动也可引发含铁水的出现。含铁水进入水井附近后,有沉淀析出铁矿物从而堵塞水井附近含水层和滤水管的危险,也因为其偏低的ＰＨ值和可能含有硫化物而对金属水井管材具有腐蚀作用。防治含铁水对水井破坏作用的根本方法是采取改善地下水水质的现场处理技术。     

vp/vs Estimation in Tibetan Crust From Inversion of Surface Wave Dispersions

v_p/v_s ESTIMATION IN TIBETAN CRUST FROM INVERSION OF SURFACE WAVE DISPERSIONS