Periphery deformations and tunneling at correlated quantum-Hall edges

合集下载

Surface ettlements due to deformation of a tunnel in an elastic half plane

Surface  ettlements due to deformation of a tunnel in an elastic half plane
Verruijt, A. & Booker, J. R. (1996). GeÂotechnique 46, No. 4, 753±756
TECHNICAL NOTE
Surface settlements due to deformation of a tunnel in an elastic half plane
Because of the symmetry of these two solutions, the shear stress ózx and the vertical displacement uz will be zero at the surface z 0. The normal
stresses ózz induced by the two singular solutions are equal, and add up to
of the solution and their images are


ux

ÀåR2 äR2
rxx21(x2

x
r22 À kz21) r41
ห้องสมุดไป่ตู้

x(x2
À r42
kz22)
(1)
uz

ÀåR2 äR2
rzz1211(kxrz2222 À r41
z21)

z2(kx2 À r42
thus will be small compared to the present one if
the radius R of the tunnel is small enough.
Taken together, the expressions for the displace-

中国地质大学(北京)考博专业英复习材料

中国地质大学(北京)考博专业英复习材料

晶) is said to have a porphyritic texture(斑状结构). The classification of fine-grained rocks, then, is based on the proportion of minerals which form phenocrysts and these phenocrysts (斑晶)reflect the general composition of the remainder(残留) of the rock. The fine-grained portion of a porphyritic(斑岩) rock is generally referred to as the groundmass(基质) of the phenocrysts. The terms "porphyritic" and "phenocrysts" are not restricted to fine-grained rocks but may also apply to coarse-grained rocks which contain a few crystals distinctly larger than the remainder. The term obsidian(黑曜岩) refers to a glassy rock of rhyolitic(流纹岩) composition. In general, fine-grained rocks consisting of small crystals cannot readily be distinguished from③ glassy rocks in which no crystalline material is present at all. The obsidians, however, are generally easily recognized by their black and highly glossy appearanceass of the same composition as obsidian. Apparently the difference between the modes of formation of obsidian and pumice is that in pumice the entrapped water vapors have been able to escape by a frothing(起泡) process which leaves a network of interconnected pore(气孔) spaces, thus giving the rock a highly porous (多孔的)and open appearance(外观较为松散). ④ Pegmatite(结晶花岗岩) is a rock which is texturally(构造上地) the exact opposite of obsidian. ⑤ Pegmatites are generally formed as dikes associated with major bodies of granite (花岗岩) . They are characterized by extremely large individual crystals (单个晶体) ; in some pegmatites crystals up to several tens of feet in length(宽达几十英尺)have been identified, but the average size is measured in inches (英寸) . Most mineralogical museums contain a large number of spectacular(壮观的) crystals from pegmatites. Peridotite(橄榄岩) is a rock consisting primarily of olivine, though some varieties contain pyroxene(辉石) in addition. It occurs only as coarse-grained intrusives(侵入), and no extrusive(喷出的) rocks of equivalent chemical composition have ever been found. Tuff (凝灰岩)is a rock which is igneous in one sense (在某种意义上) and sedimentary in another⑥. A tuff is a rock formed from pyroclastic (火成碎 屑的)material which has been blown out of a volcano and accumulated on the ground as individual fragments called ash. Two terms(igneous and sedimentary) are useful to refer solely to the composition of igneous rocks regardless of their textures. The term silicic (硅质 的)signifies an abundance of silica-rich(富硅) and light-colored minerals(浅 色矿物), such as quartz, potassium feldspar(钾长石), and sodic plagioclase (钠长石) . The term basic (基性) signifies (意味着) an abundance of dark colored minerals relatively low in silica and high in calcium, iron, and

roctest telemac双轴倾斜仪系统说明书

roctest telemac双轴倾斜仪系统说明书

DIGITAL INCLINOMETER SYSTEMModel DIS-500APPLICATIONSThe DIS-500 inclinometer probe is used to locate thedepth and measure the lateral displacement anddeformation of soil, rock and retaining structures todetermine:• Stability of natural and man-made slopes• Stability of embankments and dams• Deformation of sheet piles and diaphragm walls• Ground deformation due to tunneling• Movement of bridge piers and abutments• Defl ection of laterally loaded pilesDESCRIPTIONThe Roctest Telemac biaxial inclinometer system com-prises a probe, cable reel and PDA. The probe is fi tted with guide wheels and contains two MEMS accelero-meters measuring in A and B planes. It is connected by a graduated cable to the cable reel. The “read” button on the PDA or a remote handheld activator allow for the saving of readings from the accelerometers. These are transmitted cable-free to the PDA and saved via Bluetooth transmission.Completely redesigned to incorporate modern techno-logy and materials, the DIS-500 Digital Bluetooth Incli-n ometer enables highly accurate reading of lateral de-fl ections. The Kevlar reinforced cable provides strength while ena b ling signifi cant weight reductions. Wireless connection between the instrument and the PDA makes taking readings fast, simple and has none of the issues associated with fi eld connections. Strong but extremely light the instrument can be easily carried and used by one person. The modern answer to Inclino-meter data gathering.FEATURES• Digital from probe to PDA overcomingcable electrical resistance and noise issues.• No fi eld connections required, avoids water ingress and connection failures.• Solid state electronics ensure long, trouble free use in a site environment• Light, easily portable by one person• Metal Marker/Cable Gate system ensures a high degree of accuracy and repeatability• PDA allows easy interface with most offi ce systems and applications.• Enhanced PDA Sofware provides a rangeof presentations with built in “current borehole” back up facility.Products and specifications are subject to change without notice. E5DIS500-061212© Roctest Limited, 2006.SPECIFICATIONSPROBECalibrated range ±30º (standard) or ±90º (optional)Sensor accuracy ±0.02% F .S.System accuracy* ±2 mm (0.07") over 25 m (82.02')Resolution 0.01 mm (0.00039")Repeatability ±0.008% F .S.Operating −20ºC to +50ºC temperature Wheel base 500 mm (metric) or24 inches (imperial)Watertightness Up to 400 m of H 2O Probe diameter 28 mm (1 1/8")Inclinometer casing From 48 mm (1.89")internal diameters to 83 mm (3.27")CABLELength 30, 50, 75, 100, 125, 150,175, 200 m (100, 200, 300 ft)Cable marker Hard anodized colour codedType Kevlar re-enforced Polyurethanecoated 4 core cableWeight Approx 42 g per meter(0.028 lbs/ft)*Derived empirically from surveys that include systematic andrandom errors introduced by casing, probe and operator.CABLE REELDimensions 483 × 383 × 315 mm Battery life 12 hrs continuous useWeight8.5 kg (30 m), 9.5 kg (50 m), (complete with probe)11.5 kg (100 m)PDA (DIGITAL READOUT)Display QVGA, VGA TFT Color 16-bit,touch-sensitive, 3.5-in Memory card capacity 64 MB Initial database size 200 KBProgram footprint 128 KB Internal batteries 2.2 Ah rechargeable,removable, lithium-ion, with external batterycharger inputBattery life 8 to 12 hours(with or without backlight on)Interfacing USB jumper cableand memory cardOperating temperature 0°C to +40°CREMOTE HANDHELD ACTIVATOR Dimensions 65 × 35 × 15 mmWeight 26 g Battery 1 × GP23AORDERING INFORMATIONBasic inclinometer system includes probe, cable, cable reel, PDA, PDA batteries, battery chargers, USB jum-per cable, PDA carrying case, dry pack, In-Port PDA based software, remote handheld activator, and ca-ble gate for 85-mm casing (also fi ts 70-mm casing).Please specify:• Type of probe (metric or imperial)• Length of cable • AccessoriesACCESSORIESPART NUMBERDESCRIPTION99-099G11 Battery charger for inclinometer reel (Replacement)99-099G10 PDA cradle 99-099G09 High capacity battery pack for extendedPDA battery life (Replacement)99-099G08 Key fob (remote handheld activator)(Replacement)99-099G07 Dry pack for PDA (Replacement)99-099G05Cable gate for 70-mm casing99-099G06 Cable gate for 85-mm casing (Replacement)99-099G04 PDA alone with in-port software loaded (Replacement)99-099G01 In-site software for data managementwith 1 licence99-099G02 In-site software for data managementwith 2 or 3 licences99-099G03 In-site software for data managementwith 4 to 10 licences99-SOFTGTILTW GTILT Software for data management 99-SOFTGTILTPWGTILT+ Software for data management。

地质专业英语翻译段落 (学习版)

地质专业英语翻译段落 (学习版)

Petroleum occurs widely in the earth as gas,liquid,semisolid,or solid,or in more than one of these states at a single place.Chemically any petroleum is an extremely complex mixture of hydrocarbon compounds,with minor amounts of nitrogen ,oxygen,and sulfur as impurities.Liquid petroleum ,which is called crude oil to distinguish it from refined oil,is the most important commercially .It consists chiefly of the liquid hydrocarbons ,with varying amounts of dissolved gases,bitumens,and impurities.石油,以气态、液态、半固态或固态、或在某一个地方以一种以上形态广泛存在于地球中。

从化学上讲,任何石油都是由烃化合物组成的极其复杂的混合物,并含有少量作为杂质的氮、氧及硫。

液态的石油,为区别于炼制油,成为原油,在商业上是重要的。

它主要由液态烃类组成,并含有不同数量的溶解气、沥青和杂质。

The origin and distribution of a reservoir rock are controlled primarily by the processes by which the sand was deposited. Scientists concerned with the origin of sedimentary rocks are fortunate because they can observe the conditions and processes by which sediments accumulate today and use their observations to interpret the origin of ancient sediment. By using the areas of modern environments of deposition as natural laboratories, scientists seek to improve the quality of their work. A massive effort has been underway for the past 30 years by industry, government and university scientists throughout the world to investigate modern environments of deposition and to interpret the results of the processes in Holocene sequences. Concepts have evolved from these studies that have revolutionized scientific thought about the sedimentary rocks.储集岩的成因和分布基本受砂沉积时的一些作用控制。

具有温度梯度与垂直通流的多孔介质中的对流(英文)

具有温度梯度与垂直通流的多孔介质中的对流(英文)

S0017-9310(97)00103-8
TECHNICAL NOTES
Convection in a porous medium with inclined temperature gradient and vertical throughflow
D. A. N I E L D Department of Engineering Science, University of Auckland, Private Bag 92109, Auckland, New Zealand
where am = km/(pcp)f and A = (pCm)/(pcp) f. The non-dimensional parameters which arise are the throughΒιβλιοθήκη low P6clet number
Q~ = w v H / %
(6)
the vertical Rayleigh number
where the square brackets denote 'integer part of'. The standard procedure [2, 3] leads to the eigenvalue equation in the form det(A0) = 0 where, for m, n = 1, 2 A2., 12,, ~1 = (Dw~Dw.+ct2w.,w.) A~., I.~.~,--~2(w.,O.,) 72.,.2. 1 = (DTO~w,,-i~ 2kRhO.,Dw,~) A 2.,.2,, - (DO.,DO. + (c~2 (26)
L=~- -g+Q/_
Qve Rh + Rh 2 2Q~ sinh (Q~/2) [exp(Q~z) -cosh(Qv/2)]. (17)

固体电解质渗流 英语

固体电解质渗流 英语

固体电解质渗流英语Solid Electrolyte Percolation.Solid electrolyte percolation is a complex process that occurs within solid electrolytes, which are materials that allow the movement of ions or electrons without the needfor a liquid medium. This movement is crucial in various electrochemical devices such as batteries and fuel cells. Solid electrolyte percolation is the formation of conductive pathways within the solid electrolyte, enabling efficient ion or electron transport.The formation of these conductive pathways is often influenced by the microstructure of the solid electrolyte. In solid electrolytes, the movement of ions or electrons is typically restricted by the solid material's structure, resulting in lower ionic or electronic conductivity compared to liquid electrolytes. However, the presence of percolation channels can significantly enhance the conductivity of solid electrolytes by providing pathwaysfor the rapid movement of ions or electrons.There are several mechanisms that can lead to the formation of solid electrolyte percolation channels. One such mechanism is structural defects within the solid electrolyte. These defects, such as vacancies or grain boundaries, can act as channels for ion or electron movement. Another mechanism involves the formation of special structures during the preparation of solid electrolytes. For instance, nanoparticles or nanowires can create percolation channels that facilitate ion or electron transport.Additionally, the addition of specific additives to solid electrolytes can promote the formation anddistribution of percolation channels. These additives, such as conductive agents or modifiers, can enhance the conductivity of the solid electrolyte by creating a network of conductive pathways.The properties and formation of solid electrolyte percolation channels are influenced by various factors. Onesuch factor is the material composition of the solid electrolyte, as different materials may exhibit different percolation behaviors. The microstructure of the solid electrolyte, including its grain size, porosity, and defect structure, also plays a crucial role in percolation channel formation.Moreover, the operating conditions of the electrochemical device, such as temperature and pressure, can affect the percolation properties of the solid electrolyte. For instance, changes in temperature can alter the ionic mobility and diffusion kinetics within the solid electrolyte, affecting the efficiency of percolation channels.The study of solid electrolyte percolation is crucial for understanding and improving the performance of electrochemical devices. By understanding the mechanisms and influencing factors of solid electrolyte percolation, researchers can design better solid electrolytes with improved ionic or electronic conductivity, leading to more efficient and durable electrochemical devices.In conclusion, solid electrolyte percolation is a critical process that enables efficient ion or electron transport within solid electrolytes. The formation of percolation channels, influenced by factors such as material composition, microstructure, and operating conditions, plays a pivotal role in determining the conductivity and performance of solid electrolytes.Ongoing research in this field aims to further understand and optimize solid electrolyte percolation for improved electrochemical device performance.。

氟醚橡胶在不同介质下的热老化行为与机理研究

氟醚橡胶在不同介质下的热老化行为与机理研究

装备环境工程第20卷第12期·70·EQUIPMENT ENVIRONMENTAL ENGINEERING2023年12月氟醚橡胶在不同介质下的热老化行为与机理研究刘俊邦1,张少锋1,李璞2,张洪彬1,陈荻云1,唐庆云1*(1.工业和信息化部电子第五研究所,广州 510610;2.中国航发湖南动力机械研究所,湖南 株洲 412000)摘要:目的对氟醚橡胶FM-2D在空气与飞马Ⅱ号润滑油中的热老化行为与机理进行研究。

方法开展氟醚橡胶高温贮存试验,在热氧、热油的介质环境下,研究氟醚橡胶的力学性能退化规律。

试验后对样品的拉伸性能、压缩性能以及硬度进行检测,并且利用傅里叶红外光谱仪、扫描电子显微镜以及X射线电子能谱对试验后样品进行检测。

结果通过热老化试验,发现氟醚橡胶在200 ℃以下能够长期维持较好的力学性能。

试验温度在200 ℃以上,氟醚橡胶的力学性能出现明显退化趋势,并且在热空气与热油中的老化趋势不同。

在220 ℃的热空气老化31 d后,氟醚橡胶的拉伸强度下降27.0%,断裂伸长率增大89.8%,压缩应力松弛率为34.6%,硬度下降8.7%。

在220 ℃的热油老化31 d后,氟醚橡胶的拉伸强度下降85.9%,断裂伸长率下降83.9%,压缩应力松弛率为‒17.5%,硬度上升4.2%。

结论在热空气老化过程中,橡胶分子链受热氧影响发生断裂,使其强度下降;在热油老化过程中,油介质和高温的耦合作用使橡胶的交联网络失效,橡胶发硬变脆。

关键词:氟醚橡胶;热老化;力学性能;X射线光电子能谱中图分类号:TN06 文献标识码:A 文章编号:1672-9242(2023)12-0070-08DOI:10.7643/ issn.1672-9242.2023.12.009Thermal Aging Behavior and Mechanism of Fluoroether Rubber under Different Media LIU Jun-bang1, ZHANG Shao-feng1, LI Pu2, ZHANG Hong-bin1, CHEN Di-yun1, TANG Qing-yun1*(1. Electronic Fifth Institute of the Ministry of Industry and Information Technology, Guangzhou 510610, China;2. China Aerospace Hunan Power Machinery Research Institute, Hunan Zhuzhou 412000, China)ABSTRACT: The work aims to study the thermal aging behavior and mechanism of fluoroether rubber FM-2D in air and Pegasus II lubricating oil. The storage test of fluoroether rubber at high temperature was carried out, and the degradation law of mechanical properties of fluoroether rubber was investigated in air and oil. The tensile properties, compressive properties and hardness of the samples were tested after the aging test. A Fourier infrared spectrometer, a scanning electron microscope and an X-ray electron spectroscopy were used to detect and analyze the samples after the test to explore the aging mechanism. The re-sult showed that fluoroether rubber could maintain good mechanical properties for a long time at 200 ℃. While when the tem-perature was above 200 ℃, the mechanical properties of fluoroether rubber degraded obviously. After 31 days of aging in hot air收稿日期:2023-10-31;修订日期:2023-12-11Received:2023-10-31;Revised:2023-12-11引文格式:刘俊邦, 张少锋, 李璞, 等. 氟醚橡胶在不同介质下的热老化行为与机理研究[J]. 装备环境工程, 2023, 20(12): 70-77.LIU Jun-bang, ZHANG Shao-feng, LI Pu, et al. Thermal Aging Behavior and Mechanism of Fluoroether Rubber under Different Media[J]. Equipment Environmental Engineering, 2023, 20(12): 70-77.第20卷第12期刘俊邦,等:氟醚橡胶在不同介质下的热老化行为与机理研究·71·at 220 ℃, the tensile strength of fluoroether rubber decreased by 27.0%, the elongation at break increased by 89.8%, the relaxa-tion rate of compressive stress was 34.6%, and the hardness decreased by 8.7%. After 31 days of hot oil aging at 220 ℃, the tensile strength of fluoroether rubber decreased by 85.9%, the elongation at break decreased by 83.9%, the relaxation rate of compressive stress was ‒17.5%, and the hardness increased by 4.2%. Through analysis and characterization, it is founded that the molecular chain of rubber is broken under the influence of hot oxygen during the aging process of hot air, and the strength of rubber decreases. In hot oil aging, the coupling effect of oil medium and high temperature makes the crosslinking network of rubber fail, and the rubber becomes hard and brittle.KEY WORDS: fluoroether rubber; FM-2D; thermal aging; mechanical properties; X-ray photoelectron spectroscopy橡胶以O形圈、垫片的形式被应用于液体和气体的密封,广泛应用在机械、化工、航空航天、汽车等领域[1-4]。

河南工业大学土木工程专业作业英语作业

河南工业大学土木工程专业作业英语作业

Unit10:水密性浸入隧道虽然水密性是任何沉管的隧道设计的首要目标之一,设计不会亏如果(附带太小被忽略)。

隧道元素的大型外围表面上未检测到的建设缺失的混凝土或防水膜或钢焊缝中未检测到针孔的可能性不能完全为直纹的。

适当的维修方法存在和设计中,必须指定。

水压力与隧道墙系统中必须避免的。

提供适当的排水入内排水系统。

此渗漏很小,不需要额外的排水和水仓容量。

对于钢壳隧道元素,是纯粹由钢外壳本身提供的。

水密性依赖于大量的焊缝的质量。

内壳的混凝土是在压缩下的横向。

对于混凝土隧道,泄漏有关的防水膜的质量,如果使用的话,和裂缝的发展。

因此,在横向和纵向方向上的不同的结构的行为的理解是很重要的。

在横向方向上,盒形的钢筋混凝土隧道总是有经历弯曲张力在屋顶和底板的区域,即使在横向压缩。

的隧道段被设计成使得所得到的破解可以仅部分地渗透在压缩区足够厚,以避免通过缝隙泄漏,离开混凝土。

在纵向的方向,强调是多低幅度比横向方向。

基本压力是压缩。

二级影响,可能会导致局部紧张不应导致全面深度裂缝。

热收缩裂缝是典型的辅助效果。

在厚厚的混凝土构件,水化热导致大量加热的成员。

一段时间后该成员将冷却到环境温度。

稀土盛鸿现在硬化混凝土的收缩可能会受到限制。

为了保证充足,这发生在铸造到在较早阶段铸造的底板上墙。

连接到刚性底板墙的冷却收缩的结果是磁珠在底板和墙的底部部分中的纵向拉伸应变。

除非采取适当的措施,因此垂直深度的全方位的裂缝可以发生在约5米的间隔。

制定了令人满意的进程,以避免这些施工裂缝,即通过减少水化,热和使用具有相对较低的水泥含量和强迫冷却的墙壁的下半部分的混凝土。

有时这样做是与绝缘和基地合板加热相结合。

如果不过发现裂缝,补救灌浆似乎有效。

微分热发展的有效控制很大程度上取决于混凝土的热量。

这一进程,反过来,是量的行政长官发挥了其中的直接职能。

因此,典型混凝土混与高水泥因素(摘自公路结构)的使用可以在这方面的。

有关于控制混凝土隧道渗漏的两个基本概念:扩大联合概念混凝土隧道防水的扩张联合概念涉及通过避免跨韵文实现水密性混凝土的开裂。

9-聚合物的流变学汇总

9-聚合物的流变学汇总
设的一级专业委员会 流变学研究力引起的变形,有实验与理论模拟两个途径。试验方面采用毛细管流变仪等多种流变
仪,测量在不同剪切应力作用下流体粘度、流速等的变化,得出物质模量、分子量等重要性质
Rheology 流变学
绝大数高分子的成型加工,如挤出,注射,吹塑等,是在粘流态下进行的
聚合物的流动,不是高分子链之间的简单滑移,而是运动单元依次跃迁的结果(蛇形)
高剪切区(第二牛顿区):高分子链取向达极限状态,取向度不再随切变速率增加而 变化,表观粘度又成为常数
9.3 Factors Influencing Viscosity of Polymer
影响高分子的粘度的因素

分子结构(平均分子量、分子量分布、长链支化度等)

实验条件(生产工艺条件): 温度、压力、剪切速度或剪切应力因 Nhomakorabea素
物料结构及成分(配方成分,如添料、软化剂等)
Temperature 温度
温度升高,分子热运动加剧, 分子间距增大,自由体积增多, 使链段易于活动,内摩擦减少, 粘度下降
温度升高时,粘度下降 剪切变稀临界剪切速率升高
Temperature 温度
ln ln A E
RT
Arrhenius方程 适用范围:T >Tf
109 太妃糖 stiff
1012
glassy
1021
rigid
Flow Mechanism 流动机理
小分子液体的流动:分子向“孔穴”相继跃迁
small molecule
hole
高分子熔体的流动:链段(储备长度)向“孔穴”相继跃迁
Reptation 蛇行
Flow curve
a
K n

翻译双面

翻译双面
吸水率随着时间的变化而变化。图 1 显示了:采收率和时间的平方根的关系。在图 中的所有曲线中,水的注水率是 10μ l/hr(前部的速度是 0.0672 米每天) 。只比较了突 破后的数据。尽管斜率不同,但是曲线与(在误差范围内)时间的平方根是相关的。吸 水率与采收率的相关因素以及时间平方根成正比。有一点可以证实,在水突破后原油在 低水率环境下的产量主要取决于吸水情况。当用第一个 RF 与时间平方根的方程式中截 距“b”与三个样品中的原油粘度是非常接近的。在水突破后,斜率是一个原油产量和 时间比率的测量量。图 2 绘制的斜率对应于原油粘度,并且显示原油的粘度增加曲线斜 率减小。换而言之,当水驱高粘度原油时,原油以相同的速率减小了注入流体所流入的 单位孔隙体积(即产出液中有较高的含水率) 。图 2 可能指示了水驱开发中液体粘度的 潜在的上限。然而,图中很清晰的显示了斜率和原油粘度的非线性关系。随着粘度以 50 (从 11 到 561mPa.s)的比率增加时,斜率降低到 1.5.突破后油的生产中,在整个系统 中,原油的采收率不直接与粘滞力(原油粘度)大小相关。这一点最早也是由 Mai 和 Kantzas 发现的。裂缝矩阵系统中,粘度比效应引起的自发渗吸在之前的实验研究中就 已经被很好的观察到了。不同相关性结合的原油和水的粘度被用来估计吸水效应,这些 相关性显示了吸水性与油和水粘度的关系。 图 3 表示了不同方案中的某一确定的采收率 所用的时间(孔隙空间的注入) 。在这个图中,注水速率是 10μ l/hr.数据显示了采收率 低于 0.7 时原油粘度和吸水时间之间的确定关系。这暗示了,用实验装置侧得的吸水率 随着原油粘度在一定的范围内变化,尽管与粘度成非线性关系。
分别为3.05 × 10−8 ,3.05 × 10−7 ,1.52 × 10−6 和3.05 × 10−6 表明了水驱是在毛管力的主导作用下流动的,至少在常规原油中可以这样理解。图 4 显示相同的原油样品在不同的注水率下会有不同的产量。 在 6 倍的孔隙体积被注入后, 低的注水率会产生较高的原油采收率。尤其是注水率到最低的 10μ l/hr 时,采收率甚 至会超过 0.8.注意, 图 4 中表示的是基于孔隙体积被注入后的原油采收率。 由于这个水 油粘度比在 10—100μ l/hr(以十倍的速度增长)的变化最终只是略微的减小了原油的 采出量。因此,基于时间代替备注孔隙体积,在这样的粘度比水平,或许更有利于在一 个中间速率下加快原油的生产。 图 5 显示了在低注水率方案下的结果。 在曲线上有一些 突起,尤其在低注水率下更为常见。这些突起表明了原油采收率是逐步增加的,这是由 于连续剩余油的地方也是需要时间来驱替的。在搞注水率下(如图 4) ,在高注水率下, 采收率曲线更加平缓。在水突进后他们的斜率增加了很多,这表明大多数注入水只是仅 仅通过了水流通道。这些曲线完全不同于低注水率下的曲线。毛细管力总是出现在非混 相驱系统;在低注水率下时间较长,而且毛管力的影响也会越来越大(即有更多的水被 渗吸只有少量的水在系统中循环) 。然而,低注水率暗示了操作时间长,这样的开发方 案没有什么经济吸引力。 在实验中, 有必要保持低压力下降到能够保持微模型的完整性。 这样,当压差超过一个上限值这个泵就会停止下来.系统会关闭直到压力降下来,而且 泵只能够手动重启。图 6 中表示了在生产反应情况下的关闭时期。红星表示了关闭时期 的发生点。对于 1000μ l/hr 这一方案,在曲线上有一水平阶段表示了一段关闭时期。 对粘度比为 95.3 这一方案中的水突破前期有 5 段关闭时期;而粘度比为 561.1 的方案 在水突破前有 8 段较短的关闭时期。由于这些时期在图线上只有几分钟,所以不是很清 楚。对于 1000μ l/hr 这一方案,大量产油阶段刚好发生在重新注入时期之后。对于另 外两个方案,由于关闭时间很短,在红星之后的增加的采收量不是很大。图 6 中的虚线 是 1000μ l/hr 这一方案中没有关闭时期的采收率预测。如果预测准确,采收率增量由 于是在关闭时期其值为 0.11。 这表明在关闭时期对原油采收率的提高有好处。 这证实了 在水湿微模型中毛细管力再分配流体的现象。 在短暂的关闭时期中不能为再非配的发生 提供足够的时间。这样,毛细管驱动流体再分配只是在具有较长时间关闭时期的油田才 能够凸显优势。注意,图 6 也比较了不同流体的粘度,为了确定是否具有更高粘度的原 油有这些相同的增量能够而进行进一步的研究。直观地,我们很难看到由于原油粘度的 增加而对再分配产生影响。然而,在低流速下流动流体受到毛管力的影响却是事实:当

土力学英语单词

土力学英语单词

土力学英语单词1Soil Mechanics 土力学Geotechnical Engineering 岩土工程以下单词均可表示基础或地基:Foundationsubgradegroundfoundation soilsubsoilfootingbasecompressibility 压缩性silty sand 粉土sand 砂clay 黏土diaphragm wall 隔墙,地下连续墙expansive soil ground 膨胀土地基liquefaction of sand 砂土液化landslide 滑坡triaxial apparatus 三轴试验仪,原位测试仪Finite Element Method 有限单元法clay mineral 黏土质矿物Geosynthetics 土工合成材料artificial ground 人工地基ground treatment 地基处理The Leaning Tower of Pisa 比萨斜塔Coulomb 库伦(库伦土压力理论)Darcy 达西(达西渗流定律)Rankine 朗肯(朗肯土压力理论)Boussinesque 布辛奈斯克(竖向集中力下的地基附加应力提出者)Fellenius 费伦纽斯(瑞典圆弧法分析土坡滑坡)Terzaghi 太沙基(土力学之父)2physical properties 物理性质three phases of soil 土的三相组成Physical indexes 物理性质指标Density 密度cohesionless soil 无粘性土cohesive soil 粘性土permeability 渗透性solid 固相liquid 液相vapor phase 气相weathering 风化transportation 搬运sedimentation 沉积original mineral 原生矿物secondary mineral 次生矿物clay mineral 粘土矿物particle size distribution 颗粒级配huge particle group 巨粒(粒组)gross particle group 粗粒(粒组)fine particle group 细粒(粒组)sieve analysis 筛分法hydrometer analysis 水分法coefficient of uniformity 不均匀系数coefficient of curvature 曲率系数three-phase diagram 三相简图mass/quality 质量volume 体积density of soil 土的密度unit weight 容重,重度cutting ring 环刀specific gravity of soil 土的相对密度moisture content 含水率combined water 结合水free water 自由水adustion method 燃烧法void ratio 孔隙比(e)porosity 孔隙率(n)degree of saturation 饱和度bulk density of soil 土的堆积密度(moist) unit weight 湿重度Dry density 干密度Dry unit weight 干重度Saturated density 饱和密度Saturated unit weight 饱和重度Buoyant density 浮密度Buoyant unit weight 浮重度(有效重度)Compactness/density 密实度Void ratio of soil in the loosest/densest state密实/松散状态土的孔隙比Loose 松散Medium 中密Dense 密实Standard penetration test 标准贯入试验(SPT)Limit water content 界限含水量Shrinkage limit 缩限Plastic limit 塑限Solid 固态Semisolid 半固态Plastic 可塑状态Liquid 流动状态态Cone penetrometer 锥式液限仪Plasticity index 塑性指数Liquidity index 液性指数Undisturbed soil 原状土Disturbed soil 扰动土Liquid-plastic limit combined device 液塑限联合测定仪Sensitivity 灵敏度Thixotropy (粘性土的)触变性Muck 淤泥Mucky soil 淤泥质土3.geostatic stress 自重应力foundation base pressure 基底压力net foundation pressure 基地附加压力contact pressure 基底压力additional stress 土中附加应力stress state 应力状态self-weight 自重homogeneous soil 均质土layed soil 成层土ground water level 地下水位continuous/strip footing 连续/条形基础vertical uniform load 竖向均布荷载flexible foundation 柔性基础rigid foundation 刚性基础rectangular foundation 矩形基础vertical centric load (矩形面积)竖向中心荷载vertical eccentric load (矩形面积)竖向偏心荷载tension force 拉(应)力inclined eccentric load 斜向偏心荷载vertical point force 竖向点力vertical concentrated load 竖向集中荷载vertical uniform load 竖向均布荷载example 例子solution 解triangularly distributed load 三角形分布荷载horizontal concentrated load 横向集中荷载circular foundation 圆形基础stress concentration 应力集中stress dispersion 应力扩散anisotropic foundation 各向异性基础isotropic 各向同性semi-infinite 半无限(空间)homogeneous 均质的linear elastic material 线弹性材料depth/width/length/height 深/宽/长/高4.Compressibility 压缩性Compressibility characteristics 压缩特征Compressibility parameters 压缩指标Compressive deformation 压缩变形Settlement 沉降One-dimensional compression 一维(无侧向变形)压缩Permeability 渗透性Stress history 应力历史Consolidation 固结Pore volume 孔隙体积Confined compression test 侧限压缩试验(固结试验)Consolidometer 固结测量仪(压缩仪)Porous stone 透水石Specimen 试样Compression 压缩Compression curve 压缩曲线Compression coefficient 压缩系数(a)Compression index 压缩指数(Cc)Compression modulus 压缩模量(Es)Rebounding or swelling curve 回弹曲线Recompression curve 再压缩曲线Deformation modulus 变形模量(E0)Final / ultimate settlement 最终沉降Layerwise summation method 分层总和法(delamination total Method)Stress area method 规范法Coefficient of average additional stress 平均附加应力系数Modified coefficient 修正系数(沉降计算经验系数)Pre-consolidation pressure 先(前)期固结压力Normally consolidated soil 正常固结土Overconsolidated soil 超固结土Overconsolidation ratio 超固结比Underconsolidated soil 欠固结土Distortion settlement 瞬时沉降Primary consolidation settlement 固结沉降Secondary consolidation settlement 次固结沉降Degree of consolidation 固结度Theory of one-dimensional consolidation (太沙基)一维固结理论Da rcy’s law达西定律Excess pore water pressure 孔隙水(超静水)压力Coefficient of consolidation 固结系数Time factor 时间因数(Tv,竖向固结因数)One-way drainage 单面排水Two-way drainage 双面排水5.Shear strength 抗剪强度Mohr-Coulomb failure criterion of soil莫尔-库仑破坏准则(莫尔-库伦强度理论)Limited equilibrium of soil 土的极限平衡Direct shear test apparatus 直剪仪Shear force 剪力Metal shear box 金属剪力盒Normal force 法向力Failure envelope 破坏包线Angle of internal friction 内摩擦角Cohesion 凝聚力Elastic equilibrium 弹性平衡Limit equilibrium 极限平衡State of limit equilibrium of Soil 土的极限平衡状态Stress state 应力状态Mohr’s circle 莫尔圆Sliding surface 滑裂面Laboratory test室内试验In-situ test 野外(原位)试验Strain-controlled 应变控制式(用来修饰直剪仪,R注)Stress-controlled 应力控制式(用来修饰直剪仪,R注)Triaxial test 三轴(压缩)试验Vane shear apparatus test 十字板剪切试验Unconsolidated undrained test 不固结不排水试验Consolidated undrained test固结不排水试验Consolidated drained test固结排水试验Major principle stress 最大主应力Minor principle stress 最小主应力Intermediate principle stress 中间主应力6.Lateral Earth Pressure 侧向土压力Retaining structure 挡土结构物Retaining Wall 挡土墙Face 墙面Back 墙背Bottom 墙底Toe 墙趾Heel 墙踵Backfill 墙后填土Earth pressure at rest 静止土压力Active earth pressure 主动土压力Passive earth pressure 被动土压力Earth pressure distribution 土压力分布The total force per unit length of the wall 单位长度墙总力Rankine’s t heory of earth pressure 朗肯土压力理论Rigid 刚性的No frictional vertical wall back 光滑竖直墙背Horizontal filling surface 水平填土面Cohesionless soil 无粘性土Cohesive soil 粘性土Failure wedge 破裂楔形体Force polygons 力的多边形Gravity retaining wall 重力式挡土墙Cantilevel retaining wall 悬臂式挡土墙Counterfort retaining wall 扶壁式挡土墙Anchoring technique (土层)锚固技术Geosynthetic reinforced retaining wall 土工合成材料加筋挡土墙Stability 稳定性Bearing capacity /bearing pressure 地基承载力Wall strength 墙身强度Safety against overturning 抗倾覆安全性Safety against sliding 抗滑移安全性n=10;x=1:236;for i=1:n%随机选择10个序号k=round(length(x)*rand());xr(i)=x(k);x(k)=[];%中英各有m=length(word{xr(i)}); %m为词组长度for j=1:m%jc为决策变量jc=(word{xr(i)}(j)>='a'...&& word{xr(i)}(j)<='z')...|| (word{xr(i)}(j)>='A'...&& word{xr(i)}(j)<='Z')...|| (word{xr(i)}(j)=='/'...|| word{xr(i)}(j)==''''...|| word{xr(i)}(j)==' ')...||word{xr(i)}(j)=='’'...||word{xr(i)}(j)=='-';if jc==0if i<=5words{i}=word{xr(i)}(1:(j-1));elsewords{i}=word{xr(i)}(j:m);endbreak;endendenddisp('----------------------');for i=1:10disp([num2str(i),'.',words{i}]);enddisp('----------------------');。

注浆抬升位移的随机介质理论预测方法

注浆抬升位移的随机介质理论预测方法

注浆抬升位移的随机介质理论预测方法李立新;童无欺;邹金锋【摘要】根据随机介质理论,浆泡由许多无限小的微元组成,假设浆泡膨胀对地表的影响可以等效为许多微元体膨胀对地表的影响总和,土体抬升量等于注浆前与注浆后浆泡引起的地表抬升值之差,建立了单孔注浆抬升量的随机介质预测模型;假设多孔注浆抬升位移为单孔注浆抬升位移的线性叠加,建立了多孔注浆抬升量的随机介质预测模型.数值模拟、现场实测结果与理论预测结果的对比分析结果表明:单孔注浆的随机介质理论预测模型可以有效地预测地表抬升位移,多孔注浆的随机介质理论预测模型与实际结果有一定的偏差,但满足工程应用要求.【期刊名称】《铁道科学与工程学报》【年(卷),期】2013(010)005【总页数】5页(P47-51)【关键词】随机介质理论;注浆抬升;地表位移;路基注浆【作者】李立新;童无欺;邹金锋【作者单位】湖南省高速公路管理局,湖南长沙410001;中南大学土木工程学院,湖南长沙410075;中南大学土木工程学院,湖南长沙410075【正文语种】中文【中图分类】TU45随着注浆技术的飞速发展[1-2],注浆加固技术应用的工程范围越来越广[3-5],尤其在路基加固领域有着广泛的应用。

然而:在现有研究中,只有少量关于注浆引起地表位移的定性分析、试验拟合和数值模拟研究,至于理论预测研究的公开报道并不多见。

如易小明等[5]通过室内试验比较了不同浆液的注浆效果,分析实际施工中房屋基础改造和地基注浆加固、动态跟踪注浆以及工后房屋恢复抬升的特点和效果;雷金山等[7]通过对现场房屋的注浆抬升实践和监测,分析了房屋注浆抬升的机理和规律;袁海清等[8]模拟注浆抬升既有结构的效果并与实测数据进行对比,为今后类似工程的设计提供了预测抬升效果的方法;郑泽源等[9]通过试验,探讨了注浆抬升力在土体中的分布变化规律,验证了抬升效果,并获得了具有参考价值的试验参数和试验数据。

而注浆引起地表位移的预测迄今仍是注浆工程设计与施工中需要解决的难题之一。

Bruker公司原子力显微镜(AFM)工作原理及发展历史

Bruker公司原子力显微镜(AFM)工作原理及发展历史

Cantilever Holders
Various Cantilever holders for the MultiMode SPM
Basic Components of SPM - Dimension Icon SPM
Input and Display Equipment
Computer
Controllers
The probe microscope scanners are made of piezoelectric materials. Piezoelectric materials change their sizes in an external electric field.
The piezoceramics is polarized polycrystalline material obtained by powder sintering from crystal ferroelectrics.
Tubular Piezoelement
Advantage: Allowing obtaining large enough movements with rather small control voltages.
The relative longitudinal deformation under the influence of a radial electric field can be written as:
where l0 is the length of the unstressed tube. The absolute lengthening of the piezo-tube is :
where h is the thickness of the tube wall, V is the potential difference between internal and external electrodes. Thus, for the same applied voltage, the tube lengthening will be larger, for longer and thinner tubes.

英文翻译

英文翻译

黄原胶水溶液作为血液模拟流体流变学性质的试验研究ZHANG Gen-guang, ZHANG M ing-yuan,YANG W an-ying,ZHU X ian-ran1摘要:开发一种非牛顿流体的剪切稀化血液替代品是可取的,因为生物医学工程研究出血液的剪切稀化的非牛顿流体具有粘性和弹性性能,不适用于大体积。

黄原胶溶液的流变特性的影响不同浓度和温度下进行。

结果表明,黄原胶是取得了显著的剪切变稀行为且是一个合适的血液模拟流体的一种非牛顿流体。

之间有一个幂律分布的剪切应力和剪切速率的关系,溶液的浓度越高越强烈,它说明我们是可以剪切变稀的。

黄原胶溶液的粘度值随溶液温度降低或线性溶液浓度的增加而增加。

此外,在37℃下,浓度为0.4%~0.6%的黄原胶在人体血液中流变性能最好。

根据粘度随温度和浓度表达的结论,我们就黄原胶溶液的稳定性进行了讨论。

关键词:黄原胶,流变性能,血液模拟流体,剪切稀化引言人类平均有5到6升(1~2加仑)的血液在身体里,这大概是身体总重量的百分之7到8。

大约百分之55的血是由一种含有超过百分之90的水和小于百分之10的其他复杂成分的液体组成的。

如盐,糖,氨基酸,维生素,激素和代谢废物。

剩下的血,组成了另外的45%,是由三个主要类型的细胞组成,红血细胞(又称红细胞),白血细胞(白细胞)和血小板(血小板)。

血小板是形状不规则,存在于血液的无色体。

空气与血小板黏表面接触和其他物质形成血栓止血。

血液暴露于空气中时血栓开始形成。

血液的特点就是上面提到的而且不透明使其难以被应用在大体积如人工心脏和动脉的实验研究,而且难以处理和储存。

因此需要开发一个黏性稳定的透明的血液模拟流体,模拟人体血液和容易获得的材料。

黄原胶溶液的流变性能,如剪切变稀的弱弹性性质,赋予胶溶液的一些特殊用途。

此外,抗降解性能,黄原胶溶液无毒性和透明度,使它成为一个完美的血液模拟。

Thurson 早在1989就做出利用黄原胶作为血液模拟流体的报告,Mann 和Tarbell 在1990 还有Tarbell 在1993年分别做出报告。

翻译(赵宏伟)

翻译(赵宏伟)

模型试验动态施工力学效应大跨度岩土隧道©上海交通大学和斯普林格出版社柏林海德堡2011年版文摘:大时间一直是一个争论的焦点为大跨度岩土隧道施工方法。

合理的施工方法对隧道的稳定性和施工进度有很大影响。

变形和失败的围岩是相当复杂的。

关联的大跨度岩土隧道郑州-在中国西安高速客运铁路线,大型模型试验与等比1:20研究在各种施工方法的动态力学行为。

它们包括正面的挖掘支持和不支持,和钳工加工方法的支持。

发现预变形和压力积累发生在工作面。

三种施工方法是进一步研究的影响,尤是在隧道位移和应力变化。

透露,钳工加工方法转移负载unexcavated区域,限制水平变形,有效地减少了应力集中,延长了峰值的位置之间的距离对于应力集中和工作面,从而增加稳定性。

模型试验结果不仅为确定合理的施工方法,提供理论基础但也可以作为参考类似的隧道和地下工程施工。

关键词:物理模型、施工方法、岩土隧道施工力学、稳定CLC号码:你452.2文档代码:0引入大型铁路的快速发展建筑在中国的脸和工作隧道的跨度越来越大。

的关键大跨度隧道的成功一直consid -感染一种高度复杂的问题的观点工程,在很大程度上减少经验公式(1 - 2)提供了良好的结果类似的地质条件。

隧道的建设诱发压力变化对地面与对应荷兰国际集团(ing)位移。

如果采用不当,它会导致更高的工程建设的风险,在-折痕成本,过度的围岩破坏区,甚至隧道崩溃。

演唱和胫骨[3]研究了在支持时间根据新的软岩隧道奥地利隧道的方法。

大量的研究工作完成隧道围岩级别和供给接口技术[4 - 7]。

尽管一些以往的研究进行了失效机理,动态的大跨度岩土隧道和压力的行为工作面与尊重变化——很少研究我们的施工方法(8 - 12)。

通Luo-chuan隧道线路在高的郑州-西安线路高速铁路客运线是两车道的岩土,这是控制工程之一。

工作的区域脸是164平方米,跨度为15.2米。

由于大型跨越,建设的难度大幅增加。

作为由于扰动围岩的构造-,合理的施工方法有影响稳定和工程成本。

涡轴发动机燃气涡轮叶片热腐蚀机理分析与改进

涡轴发动机燃气涡轮叶片热腐蚀机理分析与改进

装备环境工程第20卷第12期·26·EQUIPMENT ENVIRONMENTAL ENGINEERING2023年12月涡轴发动机燃气涡轮叶片热腐蚀机理分析与改进叶飞,况侨,李军,滕官宏伟(陆装驻株洲地区航空军代室,湖南 株洲 412000)摘要:目的提高航空发动机燃气涡轮工作叶片的结构完整性、安全性和可靠性。

方法以某型涡轴发动机燃气涡轮转子叶片热腐蚀案例为研究对象,详细阐述热腐蚀下燃气涡轮转子叶片的结构破坏形式,分析发生热腐蚀部位的分布规律。

通过冶金分析方法,研究燃气涡轮转子叶片的热腐蚀-疲劳失效形式。

结果燃气涡轮叶片高摩擦系数的区域在高温燃气的冲刷效应以及热盐腐蚀的作用下,发生表面涂层腐蚀剥落。

涂层腐蚀剥落部分的叶片合金基体受到高温燃气的氧化与侵蚀后,形成了热腐蚀坑。

腐蚀坑表面的凹凸处出现应力集中,并萌生裂纹,最终引起叶片疲劳断裂。

结论探究了典型腐蚀性物质对燃气涡轮转子叶片的耐高温涂层与镍基合金基体侵蚀与氧化的化学本质,最后针对燃气涡轮转子叶片热腐蚀问题提出了改进建议,可对防范航空涡轴发动机热腐蚀问题提供有益参考。

关键词:涡轴发动机;涡轮叶片;热腐蚀;疲劳失效;机理分析;改进建议中图分类号:TG171 文献标识码:A 文章编号:1672-9242(2023)12-0026-09DOI:10.7643/ issn.1672-9242.2023.12.004Hot Corrosion Analysis and Improvement of Gas Turbine RotorBlades of Turboshaft EnginesYE Fei, KUANG Qiao, LI Jun, TENG Guan-hong-wei(Zhuzhou Regional Aviation Military Office, Hunan Zhuzhou 412000, China)ABSTRACT: In order to improve the structural integrity, safety, and reliability of the working blades of aviation engine gas turbines. This paper studied the hot corrosion-fatigue failure mechanisms of gas turbine rotor blades, including the structural failure mode, the distribution law of corrosion pits, as well as the erosion and oxidation mechanisms of thermal barrier coating and blade superalloy. The results showed that the surface coating corrosion spalling occurred in the high friction coefficient area of the gas turbine blade under the action of high temperature gas scour effect and hot salt corrosion. The corrosion pit was formed after the blade alloy substrate of the spalling part of the coating was oxidized and eroded by high temperature gas. The protrusions or depressions on the surface of corrosion pits caused stress concentration, which accelerated the initiation of fatigue cracks and finally lead to fatigue fracture of blades. The chemical nature of corrosion and oxidation of high temperature resistant coating and nickel-based alloy matrix on gas turbine rotor blades caused by typical corrosive substances is investigated. Finally, suggestions for improving the thermal corrosion of gas turbine rotor blades are put forward, which can provide useful reference收稿日期:2023-10-23;修订日期:2023-11-17Received:2023-10-23;Revised:2023-11-17引文格式:叶飞, 况侨, 李军, 等. 涡轴发动机燃气涡轮叶片热腐蚀机理分析与改进[J]. 装备环境工程, 2023, 20(12): 26-34.YE Fei, KUANG Qiao, LI Jun, et al. Hot Corrosion Analysis and Improvement of Gas Turbine Rotor Blades of Turboshaft Engines[J]. Equipment Environmental Engineering, 2023, 20(12): 26-34.第20卷 第12期 叶飞,等:涡轴发动机燃气涡轮叶片热腐蚀机理分析与改进 ·27·for preventing the thermal corrosion of aviation turboshaft engines.KEY WORDS: turboshaft engine; turbine blade; hot corrosion; fatigue failure; mechanism analysis; improvement measures航空发动机主要热端部件燃气涡轮的工作叶片不仅要承受高速旋转时的离心力、气动力、振动负荷,还可能因燃烧室出口温度场不均匀而出现热应力、热变形、热腐蚀等特殊问题[1-2]。

地质科技翻译课后练习十二

地质科技翻译课后练习十二

《地质科技翻译》课后练习十二I.将下列短文译成汉语:Ore DepositsThe ore minerals may occur in a great variety of ways. For example, one of the ores of iron—magnetite—iscommonly found scattered in minute quantities through igneous rocks. Such deposits are at present valueless because they would require too much mining.In thecase of gold, however,a very slight concentration would well repay the cost of mining. In fact, it is usually considered that, unless a mineral shows enough concentration torepay working,it is not an oredeposit. This degree ofconcentration depends on a great variety of circumstances.The ore deposits may fill fissures or cavities in rocks; they may occur as sediments, or again they may formconcentrated pockets in gravels.There are, of course, a great many types of primary ore deposits. Perhaps two Greek words—syngenetic and epigenetic—will serve to explain the differences. Syngenetic means "born with". Now there are some ores which have been formed simultaneously with the rocks and are actual constituents of the igneous rocks. We have already seen that the constituent minerals of an igneous rock crystallize out of molten material or magma.It is thought that during this crystallization minute grains of a metal such as iron have flowed together to form a concentrate,and so have given rise to workable deposits. The iron ores of Sweden are perhaps the best example of this kind of ore. Another igneous ore deposit is nickel, which occurs in Sudbury, Ontario, and is found as a "segregation" at the base of an igneous rock. The diamond mines of South Africa are the decayed rock fillings of the throat or neck of an old volcano.Our other Greek word, epigenetic, means “born upon”, and is used to indicate that, although the ore is in its original position, it came into the rock after the rock had been formed, and so was deposited in some kind of cavity or crack. In this case it is obvious that the ores have been deposited from solutions. It is probable that in many cases these solutions were hot and more or less in the condition of a gas, but there are many other cases in which the solutions were not hot, and in fact were theresults of percolating rain-water which "leeched" the minute grains from the surrounding rocks to concentratethem in some fissure or opening.We know that the rocks which form the crust of theearth have been badly shattered and cracked, with theresult that they are cut by many fissures. Rain-waterfrom the surface and hot solutions from the interior ofthe earth percolate along these fissures. Cooling will reducethe capacity of a liquid for carrying material in solution,and so as the gases and liquids pass along the cracks inthe rocks they deposit their load of mineral matter, whichforms a coating on the walls of the fissures. With successive encrustations veins are produced, sometimes afew inches across, but often many yards. Usually the oreis not alone but is mixed with such "gangue"mineralsas quartz and calcite. Quartz veins are of common occurrence and are no doubt well known to the reader. Unfortunately these commonly occur without ore mineralsinthem. Such fissure fillings, called fissure veins, are one ofthe most important kinds of deposit; they are the chiefsource of gold, silver and copper. Many such veins have beenfollowed down thousands of feet and ultimately have hadto be abandoned because of working difficulties. (584 words)矿床矿石矿物产出的方式可能多种多样。

高分子材料工程专业英语第二版课文翻译(基本全了

高分子材料工程专业英语第二版课文翻译(基本全了

A 高分子化学和高分子物理UNIT 1 What are Polymer?第一单元什么是高聚物?What are polymers? For one thing, they are complex and giant molecules and are different from low molecular weight compounds like, say, common salt. To contrast the difference, the molecular weight of common salt is only 58.5, while that of a polymer can be as high as several hundred thousand, even more than thousand thousands. These big molecules or ‘macro-molecules’ are made up of much smaller molecules, can be of one or more chemical compounds. To illustrate, imagine that a set of rings has the same size and is made of the same material. When these things are interlinked, the chain formed can be considered as representing a polymer from molecules of the same compound. Alternatively, individual rings could be of different sizes and materials, and interlinked to represent a polymer from molecules of different compounds.什么是高聚物?首先,他们是合成物和大分子,而且不同于低分子化合物,譬如说普通的盐。

材料科学与工程专业英语第三版-翻译以及答案

材料科学与工程专业英语第三版-翻译以及答案

UNIT 1一、材料根深蒂固于我们生活的程度可能远远的超过了我们的想象,交通、装修、制衣、通信、娱乐(recreation)和食品生产,事实上(virtually),我们生活中的方方面面或多或少受到了材料的影响。

历史上,社会的发展和进步和生产材料的能力以及操纵材料来实现他们的需求密切(intimately)相关,事实上,早期的文明就是通过材料发展的能力来命名的(石器时代、青铜时代、铁器时代)。

二、早期的人类仅仅使用(access)了非常有限数量的材料,比如自然的石头、木头、粘土(clay)、兽皮等等。

随着时间的发展,通过使用技术来生产获得的材料比自然的材料具有更加优秀的性能。

这些性材料包括了陶瓷(pottery)以及各种各样的金属,而且他们还发现通过添加其他物质和改变加热温度可以改变材料的性能。

此时,材料的应用(utilization)完全就是一个选择的过程,也就是说,在一系列有限的材料中,根据材料的优点来选择最合适的材料,直到最近的时间内,科学家才理解了材料的基本结构以及它们的性能的关系。

在过去的100年间对这些知识的获得,使对材料性质的研究变得非常时髦起来。

因此,为了满足我们现代而且复杂的社会,成千上万具有不同性质的材料被研发出来,包括了金属、塑料、玻璃和纤维。

三、由于很多新的技术的发展,使我们获得了合适的材料并且使得我们的存在变得更为舒适。

对一种材料性质的理解的进步往往是技术的发展的先兆,例如:如果没有合适并且没有不昂贵的钢材,或者没有其他可以替代(substitute)的东西,汽车就不可能被生产,在现代、复杂的(sophisticated)电子设备依赖于半导体(semiconducting)材料四、有时,将材料科学与工程划分为材料科学和材料工程这两个副学科(subdis cipline)是非常有用的,严格的来说,材料科学是研究材料的性能以及结构的关系,与此相反,材料工程则是基于材料结构和性能的关系,来设计和生产具有预定性能的材料,基于预期的性能。

  1. 1、下载文档前请自行甄别文档内容的完整性,平台不提供额外的编辑、内容补充、找答案等附加服务。
  2. 2、"仅部分预览"的文档,不可在线预览部分如存在完整性等问题,可反馈申请退款(可完整预览的文档不适用该条件!)。
  3. 3、如文档侵犯您的权益,请联系客服反馈,我们会尽快为您处理(人工客服工作时间:9:00-18:30)。
In this article, we propose an explanation for the experimental results which is based on two key observations. First, at filling factors ν < 1, strong and subtle correlations exist in the bulk of a 2D electron gas, even when it is compressible. Tunneling at low energies is extremely strongly suppressed because states with an uncorrelated electron inserted or removed are nearly orthogonal to the low-energy states in which all electrons are strongly correlated.16 This property is established by bulk 2D-2D tunneling experiments17 which manifest a wide gap in the TDOS at all values of ν. Like their edge counterparts, bulk-TDOS results exhibit surprisingly little dependence on the occurrence or absence of the quantum Hall effect. Second, in any finite quantum-Hall system, there exists a series of low-energy excitations which are generated by electronically rigid deformations of the system periphery. We will refer to these as periphery-deformation (PD) excitations. We propose that in systems where the confining potential is smooth enough that electrons remain strongly correlated at the edge, tunneling electrons can be accommodated, at low energies, only by periphery deformations. In the following, we explain why PD excitations are generic, and establish the properties underlying the edge-TDOS observations.
(February 1, 2008)
arXiv:cond-mat/9802019v2 [cond-mat.mes-hall] 14 Apr 1999பைடு நூலகம்
We argue that, at any filling factor ν, correlated quantum-Hall systems possess a set of chiral boson excitations which are generated by electronically rigid deformations of the system’s periphery. We submit that tunneling electrons can be accommodated, at low energies, in these systems only by periphery-deformation excitations. This property would explain the recent observation of a tunneling density of states at the edge which does not exhibit a strong dependence on the occurrence or absence of the quantum Hall effect and has a power-law dependence on energy with exponent ν−1 − 1.
energy gap for particle-hole excitations in the bulk and low-lying excitations are localized at the boundary of the finite 2D electron system.4 The edge electrons then constitute a particularly intriguing realization of a onedimensional (1D) electron system.5 In the simplest case, they are described by a chiral-Luttinger-liquid (χLL)6
fine tuning of parameters in order to be consistent with generalized χLL and other models11,12 which have been proposed for edges at ν = 1/m. Most surprising, the power-law behavior was found to be insensitive to the occurrence or absence of the quantum Hall effect, even though the very use of a 1D model for the microscopic electron physics springs from the excitation gap in the bulk of the 2D system. The simple single-branch χLL model appears to apply in circumstances where it had seemed clear that it could not apply. These important experiments have spurred intense theoretical effort12–15 aimed at resolving this puzzle and identifying the character of the revision apparently required of FQH edgephysics theory.
PACS number(s): 73.40.Gk, 73.40.Hm
Experimental and theoretical studies of twodimensional (2D) electron systems in strong perpen-
dicular magnetic fields have uncovered a rich body of many-particle physics.1 For magnetic fields sufficiently
of chiral 1D excitations present. The present work is motivated by recent experimental
studies of tunneling into fractional-quantum-Hall (FQH) edges. At filling factor ν = 1/3, the low-energy TDOS was found9 to vary approximately as
model which contains only the right-moving degrees of freedom of a conventional 1D electron system. The chiral attribute is permitted because the magnetic field breaks time-reversal symmetry. The χLL model predicts that the electronic tunneling density of states (TDOS)
strong and densities sufficiently low, electrons occupy only states in the lowest Landau level (LLL) which have identical kinetic energies.2 In this zero-band-width correlation problem, interactions alone control the low-
A>(ε)

ε1 ν
−1
,
(1)
in agreement with predictions based on χLL theory. However, subsequent experiments10 found that the
TDOS is described by Eq. (1) equally well over the entire range 1/4 ≤ ν ≤ 1. This experimental result requires
at fractional filling factors vanishes as a power law at small energies. The simple χLL model is expected to apply only for ν = 1/m with m odd and, even then, only when the 2D electron system has a sharp edge. More generally,7,8 the edge system is expected to be described by generalized 1D electron models with several branches
相关文档
最新文档