meso—四（2—磺酸萘基）卟啉与锰（Ⅱ）显色反应研究

研究了新合成的ｍｅｓｏ－四（２－磺酸萘基）卟啉（ＴＮＰＳ４）与Ｍｎ＾２＋的显色反应。在ｐＨ８．０的Ｎａ２Ｂ４Ｏ７－ＨＣｌ缓冲溶液中，ＴＮＰＳ４与Ｍｎ＾２＋形成稳定的配合物，最大吸收波长４７０ｎｍ，配合物组成为ＴＮＰＳ４：Ｍｎ＾２＋＝２：１，表观摩尔吸光系数ε＝１．０３×１０＾５Ｌ·ｍｏｌ＾－１·ｃｍ＾－１，线性范围０．０－５．０μｇＭｎ＾２＋／２５ｍｌ。用于化探样品中Ｍｎ的测定，结果令人满意。     

锌与meso—四（2—磺酸萘基）卟啉显色反应研究

研究了新合成的显色剂ｍｅｓｏ－四（２－磺酸萘基）卟啉与Ｚｎ＾２＋的显色反应。在ｐＨ９．４０的Ｎａ２Ｂ４Ｏ７－ＮａＯＨ缓冲体系中,以Ｈｇ６２＋及咪唑共同催化,在室温下８ｍｉｎ即反应完全。配合物最大吸收波长为４３４ｎｍ,表观摩尔吸光系数为４．２６×１０＾５Ｌ．ｍｏｌ＾－１．ｃｍ＾－１,Ｚｎ＾２＋浓度在０－０．１４μｇ／ｍｌ范围内符合比尔定律。配合物组成为ＴＮＰＳ４：Ｚｎ＾２＋＝２：１。利用ＭＩＢＫ萃取     

2—胂酸基—4—甲基苯基重氮氨基偶氮苯与镍的显色反应研究及应用

作者将新合成的显色剂２－胂酸基－４－甲基苯基重氮氨基偶氮苯用于Ｎｉ的分光光度分析。在ｐＨ１１．２的Ｎａ２Ｂ４Ｏ７－ＮａＯＨ缓冲介质中，非离子型表面活性剂ＯＰ存在下，试剂与Ｎｉ（Ⅱ）生成组成为２：１的稳定红色配合物，其最大吸收波长位于５３８ｎｍ，表观摩尔吸光系数ε５３８＝１．９２×１０＾５Ｌ．ｍｏｌ＾－＾１．ｃｍ＾－＾１，Ｎｉ量在０－０．３２μｇ／ｍｌ范围符合比尔定律。用该法测定了铝合金及硫化镍矿石     

1—（2—羟基—3,5—二硝基苯基）—3—[4—（苯基偶氮）苯基]—三氮烯与铜的显色反应

研究了新合成的１－（２－羟基－３,５－二硝基苯基）－３－「４－（苯基偶氮）苯基」－三氮烯（ＨＤＮＰＡＰＴ）试剂与铜的显色反应。在乳化剂ＯＰ存在下,ＰＨ１１．０的Ｎａ２Ｂ４Ｏ７－ＮａＯＨ介质中,铜与ＨＤＮＰＡＰＴ形成的红色配合物,其组成比为１：２,λｍａｘ＝５４０ｎｍ,表观摩尔吸光系数ε５４０＝１．７３×１０＾５Ｌ·ｍｏｌ＾－１·ｃｍ＾－１,铜的质量浓度在０￣３６０μｇ／Ｌ符合比尔定律。方法应用于大     

2,4—二溴—6—羧基苯重氮氨基偶氮苯光度法测定痕量铊的研究

研究了新试剂２，４－二溴－６－羧基苯重氮氨曲偶氮苯与Ｔｌ（Ⅲ）的高灵敏显色反应。在非离子表面活性剂ＴｒｉｔｏｎＸ－１００存在下，于ｐＨ１０．５的ＮＨ３．Ｈ２Ｏ－ＮＨ４Ｃｌ缓冲介质中，Ｔｌ（Ⅲ）与该试剂生成红色配合物，其配合物的最大吸收波长位于５２０ｎｍ处，摩尔吸光系数为１．８３×１０＾５Ｌ．ｍｏｌ＾－＾１．ｃｍ＾－＾１。Ｔｌ（Ⅲ）量在０－０．６４μｇ／ｍｌ范围内符合比尔定律。方法用于废水中痕量Ｔｌ     

铁（Ⅲ）—对硝基苯基荧光酮—CTMAB—吐温—60多元配合物显色反应研…

Ｆｅ－对硝基苯基荧光酮－ＣＴＭＡＢ在ｐＨ１０．０－１１．２的硼砂－ＮａＯＨ缓冲溶液中形成蓝色多元配合物，其组成为Ｆｅ：ｐ－ＮＰＦ：ＣＴＭＡＢ＝１：２：４。在吐温－６０下，λｍａｘ为１６０ｎｍ，ε６１０＝１．１２×１０＾５Ｌ．ｍｏｌ＾－１．ｃｍ＾－１，Ｆｅ含量在０－０．２μｇ／ｍｌ范围内符合比耳定律。     

邻羟基苯基重氮氨基偶氮苯与铜显色反应的研究及应用

研究了邻羟基苯基重氮氨基偶氮苯与Ｃｕ＾２＋的显色反应。在乳化剂ＯＰ存在下及ＰＨ１０．０－１２．０的Ｎａ２Ｂ４Ｏ７－ＮａＯＨ缓冲介质中，Ｃｕ＾２＋和ｏ－ＨＤＡＡ形成１“３的红色配合物，其最大吸收波长为５４６ｎｍ，表观摩尔吸光系数４．２０＊１０＾４Ｌ．ｍｏｌ＾－３．ｃｍ＾－１。     

镍与邻羧基苯基重氮氨基偶氮苯的显色反应及其应用

在乳化剂ＯＰ存在下，于ｐＨ９．７～１０．０的Ｎａ＿２Ｂ＿４Ｏ＿７－ＮａＯＨ缓冲介质中，Ｎｉ￣（２＋）与邻羧基苯基重氮氨基偶氮苯（ＣＤＡＡ）形成组成比为１：２的稳定的红色配合物，其吸收峰波长在５４０ｎｍ，对比度△λ＝１２６ｎｍ，表观摩尔吸光系数为１．９９×１０￣５Ｌ·ｍｏｌ￣（－１）·ｃｍ￣（－１），室温下２０ｍｉｎ内显色反应完全，有色配合物至少稳定１２ｈ。方法线性范围是０～０．２０μｇ／ｍｌＮｉ，检测限为０．０００４μｇ／ｍｌ。在掩蔽剂存在下，方法用于矿样和低合金钢的分析，结果与标准值相符，其ＲＳＤ（ｎ＝６）分别为１．８％和３．１％，标准加入回收率为９５．０％～１０１．２％。     

邻羧基苯基重氮氨基—4—苯基—2—噻唑光度法测定微量铜的研究

研究了新试剂邻羧基苯基重氮氨基－４－苯基－２－噻唑与Ｃｕ＾２＋的显色反应,在非离子表面活性剂ＴｎｉｔｏｎＸ－１００存在下,于ＰＨ８．６的Ｎａ２Ｂ４Ｏ７－ＨＣｌ缓冲介质中,Ｃｕ＾２＋与该试剂生成１：１的红色配合物,其配合物的最大吸收波长为５１０ｎｍ,摩尔吸光系数为５．４＊１０＾４Ｌ．ｍｏｌ＾－１．ｃｍ＾－１。     

二溴羟基苯基荧光酮和溴化十六烷基吡啶分光光度法测定镓

研究了Ｇａ与二溴羟基苯基荧光酮，ＣＰＢ的显色反应，在ＰＨ６．１－６．６间，配合物的最大吸收波长在５７８ｎｍ摩尔吸光系数为１．８７×１０＾５，０－６μｇＧａ２Ｏ３／２５ｍｌ人符合比匀定律，应用于矿石中微量Ｇａ的测量，结果满意。     

岩石坚硬程度对核电厂地基-基础地震响应特征的影响分析

考虑核电厂地基-基础的动力相互作用,应用显式动力有限差分法分析了地震作用下极软岩、较软岩、坚硬岩上核电厂建筑结构基础的地震响应特征,比较了岩石坚硬程度对基础加速度反应谱的影响。研究表明：随着岩石坚硬程度的提高,核电厂建筑物结构基础的地震响应有增加的趋势;在周期轴上,基础处的加速度反应谱曲线会随着岩石坚硬程度的提高逐渐向短周期（高频段）方向移动。在高频段,建造于较坚硬岩石上基础结构的加速度反应谱值偏大;在中等频段,建造于较软岩石上基础结构的加速度反应谱值偏大;在低频段,岩石坚硬程度对加速度反应谱的影响不显著。     

Strains of scattering of near-field of a point source

Three dimensional scattering of near-field is studied for dilatation and rotation in the time domain. The perturbation method is applied to solve the equation of motion for the first order scattering from a weak inhomogeneity in an otherwise homogeneous medium. The inhomogeneity is assumed close enough to the point source so that the near-field intermediate wave is dominating over the far-field sphericalP andS pulses. The integral expressions are derived to relate dilatation and rotation of scattering to the radial fluctuations of velocities and density in the inhomogeneity. These integrals are solved to calculate the strains of scattering from (a part of) an inhomogeneous spherical shell of arbitrary curvature. Variable curvature may allow the shape of inhomogeneity volume element to change uniformly from spherical to rectangular. Rotation of scattering from a spherical shell is independent ofP wave velocity inhomogeneity. Dilatation of scattering does not involveS wave velocity inhomogeneity but its gradient. The back scattering results are obtained as a special case. Strains are computed numerically, for hypothetical models to study the effects of various parameters viz., velocity inhomogeneity, distance of source from inhomogeneity and from receiver, and thickness of inhomogeneity. The curvature of the spherical shell is varied to study the effects of the shape of inhomogeneous volume element on scattering.     

土石坝心墙水力劈裂分析

简要分析了水力劈裂的发生条件、力学机理。基于水压楔劈机理,利用有限元方法建立了一种水力劈裂的发生判定方法。该方法假定心墙预先存在局部渗透弱面（裂缝）,通过将裂缝位置的单元材料改为裂缝软材料,考虑库水进入裂缝后对裂缝周围土体的作用,建立水力劈裂分析的平面有限元模型,确定裂缝端部垂直于裂缝面的正应力,进而依据该正应力判断水力劈裂发生的可能性,该方法同时可模拟水力劈裂的发展过程。     

土钉支护失稳分析

某基坑采用复合土钉墙支护,开挖至坑底后,基坑北侧发生失稳事故。本文就其事故发生原因作一探讨。     

地震次生地质灾害风险评估集对态势分析

5．12四川汶川8级强震引发了大量次生地质灾害,加剧了灾情并严重影响抗震救灾。地震次生地质灾害受多重因素制约,其孕育与致灾过程具有不确定性。利用集对分析原理与方法,对地震次生地质灾害进行同异反态势分析,拟定了风险评估的集对分析同一度、差异度、对立度等指标体系的构建原则与赋值标准,对承灾体系统的不确定性及其作用作了刻画与分析,建立了不同风险分区代表性的集对分析联系度表达式,为地震灾害研究提供了可资借鉴的新思路和技术方法。     

Geochemistry of Thermal Waters of Continental Margin of Far East of Russia

Studied waters belong to warm(T=30-50℃),alkaline(pH=8.9-9.3),low mineralized(TDS235 mg/1)Na-HCO_3 or Na-SO_4-HCO_3 thermal waters with high content of SiO_2(up to 81 mg/l)and F(up to 3.9 mg/1),occur on modern volcano-tectonic rejuvenated areas of Eastern Sikhote-Alin orogenic belt.Low~3He concentration as well as N_2/O_2 and N_2/Ar ratios exclude influence of deep mantle fluid.New rare earth element data constrain our understandmg of water-rock interaction occurring in the water source region.Meteoric origin of waters is proved by stable isotope values varying from-71‰to-136.1‰and from-10.8‰to-18.8‰forδ~2U andδ~(18)O respectively.REE patterns reflect high pH,resultfing from water-rock interaction and oxidative conditions.Calculations of deep aquifer temperature using Na-K and quartz geothermometers show 116.8-131.1°C and 82.2-125.8℃respectively.Presence of deep faults both with abnormal thermal gradient(~45-50 K/km)define unique geochemical shape of thermal waters of Sikhote-Alin,area,where no present volcanic activity is registered.     

下扬子区三叠纪古地理演化

下扬子区在三叠纪期间接受了早-中三叠世海相碳酸盐沉积、中-晚三叠世海陆交互相和陆相湖沼沉积.沉积相带的空间分布和古地理格局的变迁明显地受到区域构造的控制.区内盆地发育与演化是在华南板块与扬子板块、扬子板块与华北板块相互作用的背景下进行的.早-中三叠世末期的印支运动是下扬子区构造-古地理格局改变的决定性因素,使下扬子海盆闭合,沉积类型由海相沉积变为陆相沉积.下扬子区三叠纪古地理的演化特征也为板块碰撞提供了沉积证据.     

多年冻土融沉性分类研究

在冻土工程中,冻土的融沉性评价是工程地质勘察的主要内容之一,融沉性分类是冻土地基基础设计施工的重要依据．根据345个冻土原状样品融沉压缩试验数据,提出了细砾、砂土、粉土、黏性土、泥炭化黏性土和泥炭质土等6类土的融沉系数一含水量或融沉系数一超塑含水量线性回归方程式,得到与各融沉性分级相应的界限含水量或界限超塑含水量．最后...     

Kinetics of dehydration of Ca-montmorillonite

Isothermal thermogravimetric experiments have been carried out to determine the reaction kinetics of the dehydration processes in fuller's earth, a natural Ca-montmorillonite. Dehydration in swelling clays is a complex reaction, and analysis of the thermogravimetric data using empirical rate equations and time-transformation analysis reveals that the nature of the rate controlling mechanism is dependent upon both the temperature regime of the sample as well as the extent of reaction. For fuller's earth, we find that the dehydration kinetics are dominated by a nucleation and growth mechanism at low temperatures and fractions transformed (stage I), but above 90 °C the last stages of the reaction are diffusion controlled (stage II). The activation energy for dehydration during stage I is around 35 kJ · mol⁻¹, whereas the removal of water during stage II requires an activation energy of around 50 kJ · mol⁻¹. These two stages of dehydration are associated with primary collapse of the interlayer (stage I) and movement of water that is hydrated to cations within the interlayer (stage II). Received: 28 August 1998 / Revised, accepted: 27 January 1999