塑料土工格栅拉伸特性试验研究

进行土工格栅加筋土结构现场试验时,如何将实测应变有效地转换成拉应力对正确分析结构的作用机制具有重要影响。通过室内试验,研究了不同拉伸速率对3种强度的HDPE土工格栅拉伸性能的影响。试验结果表明：土工格栅的拉伸强度和拉伸模量随拉伸速率的降低而降低,峰值应变随拉伸速率的降低而增加。土工格栅强度越高,受拉伸速率的影响越小。在特定的拉伸速率条件下,同一种土工格栅对应2％,5％,10％应变和峰值应变的拉伸强度依次增大,而拉伸模量却依次减小。试验结果具有较强的实用价值。     

Characterization of some Egyptian serpentinites used as ornamental stones

Egypt is characterized by wide occurrence of serpentinites, particularly in the central and southern parts of Eastern Desert. There are several cooperate factors that affect the serpentinites used as ornamental stones. These factors involve mineralogical characteristics （including mineral composition and microstructure parameter）, physical properties and mechanical properties. Antigorite is an essential serpentinite mineral, with a minor amount of chrysotile. Talc, carbonates （magnesite and dolomite） and tremolite are the main associated minerals. Quality and quantity of associated minerals such as talc and carbonates （dolomite and magnesite） affect the properties of serpentinites used as ornamental stones. Carbonates are resistant to weathering but suffer from acidic cleaning agents in interior use, whereas serpentinites with a high content of talc used on external faces undergo an increase in volume and a consequent rapid degradation. Studied serpentinites are characterized by relatively small grain size with foliated texture, low water absorption, low porosity, and high abrasion resistance. In the samples studied the uniaxial compressive strength （UCS） varies between 89 and 189 MPa, with an average of 152 MPa. According to the classification of Bell （1992）, sample No. B8 is very high in strength while the rest high in strength.     

Determination of ductility factor considering different hysteretic models

In current seismic design procedures, base shear is calculated by the elastic strength demand divided by the strength reduction factor. This factor is well known as the response modification factor, R, which accounts for ductility, overstrength, redundancy, and damping of a structural system. In this study, the R factor accounting for ductility is called the ‘ductility factor’, R_μ. The R_μ factor is defined as the ratio of elastic strength demand imposed on the SDOF system to inelastic strength demand for a given ductility ratio. The R_μ factor allows a system to behave inelastically within the target ductility ratio during the design level earthquake ground motion. The objective of this study is to determine the ductility factor considering different hysteretic models. It usually requires large computational efforts to determine the R_μ factor. In order to reduce the computational efforts, the R_μ factor is prepared as a functional form in this study. For this purpose, statistical studies are carried out using forty different earthquake ground motions recorded at a stiff soil site. The R_μ factor is assumed to be a function of the characteristic parameters of each hysteretic model, target ductility ratio and structural period. The effects of each hysteretic model to the R_μ factor are also discussed. Copyright © 1999 John Wiley & Sons, Ltd.     

几种鱼皮胶原蛋白的理化特性及其影响因素

利用水产加工废弃物研究了鳙鱼、鲈鱼、鲫鱼鱼皮胶原蛋白的氨基酸组成、粘度、凝胶强度、热变性温度(Td)等理化特性及其影响因素。结果表明,在0．1mol／L的乙酸溶液中鱼皮胶原蛋白溶液的粘度随着胶原蛋白浓度的增大而增大,随着温度的升高而下降。热水法提取鳙鱼、鲈鱼、鲫鱼鱼皮胶原蛋白的热变性温度分别为30℃,25℃,27℃。鱼皮胶原蛋白的凝胶强度则随着粘度、温度、pH值、外加介质等的变化而变化。     

钢筋混凝土桥墩刚度和强度折减系数确定

目的是解析地预测钢筋混凝土桥墩在反复荷载作用下的非线性滞回特性。使用实验中得到的力一位移滞回曲线,对随轴压比,配筋率和配箍率的变化而变化的刚度和强度折减系数,进行了回归分析,并提出了其表达式。按照提出的理论力一位移滞回模型,能够预测现存钢筋混凝土桥墩的刚度和强度折减情况。     

大坝抗震安全性研究进展

论证了广大坝抗震安全性研究的实践与发展现状。目前大坝在地震作用下的应力与变形分析方法主要有拟静力法和动力响应分析法,并依据大坝混凝土的抗拉强度判断大坝的安全性;各国规范体现的抗震设防弹念和大坝材料的容许应力差别很大。坝址河谷不同高程处地震动状态不尽相同、河谷两恻同一高程处地震动也不一样。混凝土材料的强度与加载速度、应变速率有关;地震时大坝不同部位的应变速率不相同、同一部位的应变速率也随时间变化;混凝土的动态强度既与应变速率有关。也与应变历史等其它因素有关。大坝河谷地震动的输入机理和模型研究、混凝土的动态强度的变化规律探索、大坝抗震安全性评价准则的完善与创新等将有待深入。通过以上内容针对性分析,提出了大坝抗震评价的一些合理建议、方法以及进一步的研究方向。     

深层搅拌法在真空预压后地基工程上的应用

为使经真空预压首期加固后的地基承载力从80 kPa提高到230kPa,设计采用深层搅拌法-水泥搅拌桩二次加固软弱地基.经现场成桩工艺试验和检测表明,桩身水泥土强度在90 d龄期时＞1.80 MPa,单桩承载力标准值＞150kN;以φ600桩径、桩长13.5 m、置换率为0.308和φ500桩径、桩长13.5m、置换率为0.267两种方案布置的复合地基承载力标准值均超过了设计要求.     

基于流空间视角的城市群空间结构研究——以珠三角城市群为例

随着现代交通、通信以及信息技术的发展,基于网络社会的“流空间”成为研究城市群空间结构的重要理论前沿。借助珠三角城市群9个城市的人流、物流、资金流和信息流数据,对珠三角城市群空间结构的现状和发展趋势进行综合性判断。研究发现：① 珠三角城市群的空间结构现状在“点-线-网-面域”4个层面均呈现出明显单极化态势,广州市是“流空间”视角下珠三角城市群的核心,区域网络结构呈现出“缺位型金字塔形结构”;② 珠三角城市群网络的未来发展中位于不同层级的城市将起着不同的作用,其中广州、深圳、东莞等城市对空间结构发展起着导向性作用,而佛山、中山等城市将承担着联系中转站功能;③ 珠三角各城市的流度辐射区一体化明显,各城市辐射影响区的空间形态也表明了各城市的功能圈和势力范围。未来随着全球化趋势和区域一体化政策的加强,珠三角城市群的集聚效应将不断转化为扩散效应,将极大提升珠三角城市群对全球范围内资源的吸聚和配置能力,助力珠三角城市群走向网络化的发展时代。     

Wave-ice interaction in the North-West Barents Sea

The results of field work on drift ice during wave propagation are analyzed and presented. The field work was performed in the Barents Sea, and the main focus of the paper is on wave processes in the MIZ. A model of wave damping in broken ice is formulated and applied to interpret the field work results. It is confirmed that waves of higher frequencies are subjected to stronger damping when they propagate below the ice. This reduces the frequency of most energetic wave with increasing distance from the ice edge. Difference of wave spectra measured in two relatively close locations within the MIZ is discussed. The complicated geometry and dynamics of the MIZ in the North-West Barents Sea allow waves from the Atlantic Ocean and south regions of the Barents Sea to penetrate into different locations of the MIZ.