流动注射在线罗丹宁纤维预浓集快速测定地质样品中痕量金   总被引：5，自引：1，他引：5  

郭小伟  苏致兴 《岩矿测试》1993,12(4):241-245

应用流动注射在线罗丹宁纤维预集火焰原子吸收法快速测定地质样品中痕量金。选用微型细柱，内装有新型螯合罗丹宁纤维，在２０％王水质中，样品流速为７．９ｍｌ／ｍｉｎ，上柱４０ｓ；用０．０２５％硫脲就可洗脱，洗脱液流速为２．６ｍｌ／ｍｉｎ，分析速度为６０Ｎ／ｈ，浓集倍数为２５（浓集效率为２５ＥＦ／ｍｉｍ）。对于０．２０μｇ／ｍｌ Ａｕ测定２１次，ＲＳＯ为１．９％。方法检出限（３σ）为０．００１μｇ／ｍｌ Ａ  相似文献   

光纤地下水动态监测系统的初步研究     

葛林林 《地震研究》1991,14(2):181-194

深井中地下水监测是地震预报的一种重要手段。本文初步研究了一个光纤地下水动态多参量监测系统。该系统测量参量包括水温、混浊度、气泡度、酸碱度、氢气浓度、甲烷浓度、岩石声辐射以及它们的分布。  相似文献   

渔具合成纤维材料强度性能的比较与分析     

万荣  唐衍力  杜守恩 《中国海洋大学学报(自然科学版)》1997,(4)

渔用合成纤维及其网线和绳索是构成渔具的基本要素，其强度性能对渔具的力学性能、渔获性能、使用寿命和制造成本具有重要作用。为了满足海洋渔业不断发展的需要，我国陆续颁布了一批国家及行业质量标准，并在实践中逐步接近ＩＳＯ标准或国际名牌产品标准，使渔具纤维材料性能有了较大的提高。本文通过对国内外渔具合成纤维材料强度性能的比较和分析，认为：（１）国产合成纤维长丝的有关性能与日本产品无显著差异；（２）国产ＰＡ胶丝性能普遍较好，并优于英国产品，而ＰＡ长丝捻线与国外产品尚有较大差距；（３）ＰＥ线产品性能普遍超过ＱＪ／ＣＮＦＣ０２９２标准，但仍低于ＳＣ１４１—８５标准要求；（４）国产ＰＡ长丝三股绳索性能与德国产品接近而高于日本产品；（５）ＰＥ和ＰＶＡ三股绳索性能仅略高于日本产品；（６）渔具新材料的研制及其在渔业中的开发应用与国外相比，尚有较大差距，应得到足够重视。  相似文献   

A fibre beam‐based approach for the evaluation of the seismic capacity of masonry arches          下载免费PDF全文

Stefano De Santis  Gianmarco de Felice 《地震工程与结构动力学》2014,43(11):1661-1681

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Evaluation of horizontal stiffness of fibre‐reinforced elastomeric isolators          下载免费PDF全文

Thuyet Van Ngo  Anjan Dutta  Sajal K. Deb 《地震工程与结构动力学》2017,46(11):1747-1767

Unbonded fibre‐reinforced elastomeric isolator (U‐FREI) is relatively new seismic base isolator in which fibre layers are used as reinforcement to replace steel shims as are normally used in conventional isolators. Further, the top and bottom end steel connector plates of conventional isolators are also removed. In general, the horizontal response of U‐FREI is nonlinear because of reduction in contact area due to rollover deformation and reduction in shear modulus of isolator under large deformation. Thus, evaluation of horizontal stiffness of U‐FREI is a challenging problem. Most previous studies were focused on the investigation of horizontal response of scaled models of U‐FREIs with low shape factors. A few analytical approaches were suggested for predicting the horizontal response of U‐FREI; but their results were not in good agreement with experimental observations. In the present study, the horizontal responses of prototype U‐FREIs are evaluated under a constant vertical pressure and cyclic loading using both experiments and finite element analysis. Prototype U‐FREIs with different shear moduli and with different shape factors are considered. Finite element simulations of corresponding bonded FREIs are also performed under the same loadings as in U‐FREIs. A rational analytical approach including the influence of rollover deformation and simultaneous reduction in shear modulus is proposed as a basic analytical tool for predicting the horizontal stiffness of FREIs (both bonded and unbonded). It is in reasonably good agreement with the results obtained from experiments and numerical analysis. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

Physical parameters governing the formation of Pele's hair and tears     

Daisuke Shimozuru 《Bulletin of Volcanology》1994,56(3):217-219

The physical parameters that affect the formation of Pele's hair and Pele's tears during lava fountaining are discussed. Experiments on ink jets produced from a nozzle under different Weber number (We) and Reynolds number (Re) show the following results: if (Re) is relatively large compared with (We), an ink droplet is produced. However, if (Re) is relatively small and (We) is large, the spurting ink becomes thread-like. I define the Pele number (Pe) as (We)/(Re), which is expressed as v/₀, where v is the spuring velocity from an erupting vent, and are viscosity and interfacial tension of the erupting magma, and and ₀ are density of air and magma. The experimental results from ink jets suggest that Pele's hair will be produced for larger (Pe), while Pele's tears are very likely produced for relatively small (Pe). I conclude that Pele's hair could be produced when the spurting velocity of erupting magmas is high, and Pele's tears when it is relatively low. As an additional point of interest, the similarity of SEM photographs of the characteristic shape of Pele's hair to those of the failed products of commercial glass fibre are shown.  相似文献   

XO螯合形成纤维分离富集微量锆铪性能的研究     

Jiang Guilan Wang Hongyan Fu Minghui 《吉林大学学报(地球科学版)》1989,(2)

本文采用先螯合后吸着的方法,研究了XO螯合形成纤维分离富集微量锆铪的性能。试验研究表明,该纤维能富集浓度低至0.04ppm的锆铪,并且能与大量基体元素相分离;当锆铪总量约为0.41ppm时,采用本方法九次测定的标准偏差为0.21,变异系数为1.05％;回收率可达99.24％。该方法具有操作简便、交换速率快、干扰少、富集能力强、成本低等特点,适用于成分较复杂样品中微量锆铪的分离和富集。  相似文献   

Effects of decomposition on the compressibility of fibrous peat — A review     

《Geomechanics and Geoengineering》2013,8(4):286-296

Peat deposits are comprised of high organic content substances primarily derived from dead plant vegetation. Peat itself is not inert but undergoes continuous biological decomposition that causes progressive destruction of the peat fabric, reductions in fibre and organic contents and biogas generation. Depending on the degree of decomposition, the organic solids can exist as fresh (intact) fibres, slightly decomposed or ultimately completely decomposed (amorphous) material. From a geotechnical perspective, an understanding of the relationship between degree of decomposition and engineering properties, including the level of compressibility, is important in dealing with such problematic deposits. However a review of the literature indicates that such relationships have not been sufficiently investigated. Moreover, potential impacts of uncontrolled or unexpected decomposition in-situ are regularly discounted in geotechnical practice. This paper reviews decomposition effects in peat and potentially significant knock-on effects in terms of the material’s physical properties and compressibility. Progressive reduction in solids volume and deterioration in the integrity of the organic structure due to on-going decomposition may cause significant additional settlement to occur over time. More decomposed peat generally undergoes lower primary consolidation and creep strains and is also less prone to future decomposition, compared with lesser decomposed peat.  相似文献   

Bearing capacity performance of soft cohesive soil treated by kenaf limited life geotextile     

Ahmad Safuan A Rashid  Mohammad Gharehzadeh Shirazi  Ramli Nazir  Hisham Mohamad  Fauzan Sahdi 《Marine Georesources & Geotechnology》2020,38(6):755-760

Abstract

This article presents the performance of the short-term bearing capacity on soft clay soil treated by Kenaf geotextile under vertical loading via a small-scale modelling test at unit gravity. The ground model was formulated by consolidating kaolin in a rigid testing compartment. In the loading test, the strip footing was represented by a rigid footing. For the treated case, a series of tests were performed to examine the effects of the burial depth of the Kenaf geotextile on the bearing capacity of the soft soil. The Kenaf geotextile was laid beneath the rigid footing (at the ground surface) and at 50, 75 and 100?mm depth from the soil surface. All the measured results of the Kenaf geotextile treated ground were compared with the untreated ground. The incorporation of Kenaf fibre geotextile was observed to enhance the bearing capacity of soft cohesive clay up to 281% depending upon the depth of the installed geotextile. The geotextile at the surface provided the highest bearing capacity and sustained the highest displacement at failure. The outcome of this research will promote the use of natural fibre geotextiles as sustainable earth reinforcement in temporary earthwork applications.  相似文献   

A simple model to predict the effect of volume fraction,diameter, and length of fibres on strength of fibre reinforced brittle matrix composites     

T. Kundu  H.S. Jang  Y. H. Cha  C. S. Desai 《国际地质力学数值与分析法杂志》2000,24(7):655-673

A simplified model is presented to predict the strength variations of brittle matrix composites, reinforced by steel fibres, with the variations of fibre parameters—length, diameter and volume fraction. This model predicts that its tensile and flexural strength increase non‐linearly with the fibre volume fraction. It also predicts that similar non‐linear behaviour should be observed with the reduction of the fibre diameter when other parameters are kept constant. The experimental results support both these theoretical predictions. It is also explained why an increase in the fibre length does not always significantly increase the fracture toughness. The objective of this paper is not to explain and understand in great detail the science of all phenomena responsible for the strength increase of fibre reinforced brittle matrix composites, but to provide a simple engineering explanation as to why its strength increases with the fibre addition, and how this increase can be quantitatively related to the variations in fibre parameters—fibre volume fraction, fibre length and diameter. These simplifying steps are needed to provide a tool that the practicing engineers can use to predict the brittle matrix strength variation with the fibre parameters. In the area of geomechanics, the results presented here can be used to assess and predict the behaviour of fibre‐reinforced earth. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献