Intact soft clay’s critical response to dynamic stress paths on different combinations of principal stress orientation

Comprehensive tests on Hangzhou intact soft clay were performed, which were used to obtain the soils’ critical response to undrained dynamic stress paths under different combinations of principal stress orientation. The different combinations included cyclic principal stress rotation (CPSR for short), cyclic shear with abrupt change of principal stress orientation (CAPSO for short) and cyclic shear with fixed principal stress orientation (CFPSO for short). On one side, under all these stress paths, samples have obvious strain inflection points and shear bands, and the excess pore water pressure is far from the level of initial effective confining pressure at failure. Stress paths of major principal stress orientation (α) alternating from negative and positive have quite different influence on soil’s properties with those in which α is kept negative or positive. On the other side, due to the soil’s strongly initial anisotropy, samples under double-amplitudes CPSR and CAPSO (or single-amplitude CPSR and CFPSO) have similar properties on dynamic shear strength and pore water pressure development tendency when α is kept within ±45°, while have quite different properties when α oversteps ±45°.     

解读连战先生的民族情

文章试图从两方面解读连战先生深厚的民族情.这种民族情一方面来源于他的家族,连战的先祖到台湾死也不臣服清,曾祖父至父亲三代以各种形式坚持抗日及父母对他言传身教;另一方面与他早年在祖国大陆的生活经历有关,从他对抗战和日本的态度及祖国大陆寻踪等方面体现出来.     

Evaluation of ultimate bearing capacity of Y-shaped vibro-pile

Based on Mindlin stress solution, a numerical computational method was proposed to calculate the stresses in the ground induced by side friction and the resistance of Y-shaped vibro-pile. The improved Terzaghi’s and ЪерезанцевВГ’s methods for ultimate bearing capacity evaluation were proposed by considering the stress strength induced by friction resistance at pile head level of Y-pile. A new method to calculate the ultimate bearing capacity of Y-pile was also proposed based on the assumptions of soil failure mode at the tip of Y-pile and the use of Mohr-Coulomb soil yield criterion and Vesic compressive correction coefficient with the induced stresses in the ground. Based on the comparisons with the field static load test results, it is found that the improved Terzaghi’s method gives higher ultimate capacity, while the other two methods shows good agreement with the field results.     

Adhesion coefficient of automobile tire and road surface

The adhesion coefficient of automobile tire and road surface was analyzed and the formula about it was derived.Some suggestions about highway construction,driving safety of the drivers and the judgment of the traffic accidents were presented.The results show that the adhesion coefficient is a function with the extreme value.If there is atmospheric pressure in the tire,the load of the vehicle and the degree of the coarse on the road surface is not selected properly,it will reach the least and affect the safety of the running automobile.     

Effects of stress conditions on rheological properties of granular soil in large triaxial rheology laboratory tests

In order to study the rheological properties of red stone granular soil,a series of rheological experiments were executed on large tri-axial rheological apparatus.Under 100,200 and 300 kPa confining stress conditions,the rheological tests were carried out.These experiment results showed that the stress conditions,especially the stress level were the critical influencing factors of the rheological deformation properties.Under the low stress level(S=0.1),the granular soil showed the elastic properties,and there was no obvious rheological deformation.Under the middle stress level(0.20.8) creep curves showed the non-linear viscous plastic rheological properties.Especially,under the stress level of S=1.0,the accelerated rheological phase of creep curves occurred at early time with a trend of failure.The stress level had obvious effects on the final rheological deformation of the soil sample,and the final rheological deformation increments nonlinearly increased with stress level.The final rheological deformation increment and step was little under low stress level,while it became large under high stress level,which showed the nonlinearly rheological properties of the granular soil.The confining pressure also had direct effects on final rheological deformation,and the final rheological deformation linearly increased with confining pressure increments.     

Research advances of un-symmetric constitutive theory of anisotropic viscoelastic liquids and its hydrodynamic behavior

Research advances of un-symmetric constitutive equation of anisotropic fluid,influence of un-symmetric stress tensor on material functions,vibrational shear flow of the fluid with small amplitudes and rheology of anisotropic suspension were reported.A new concept of simple anisotropic fluid was introduced.On the basis of anisotropic principle,the simple fluid stress behaviour was described by velocity gradient tensor F and spin tensor W instead of velocity gradient tensor D in the classic Leslie-Ericksen continuum theory.Two relaxation times analyzing rheological nature of the fluid and using tensor analysis a general form of the constitutive equation of co-rotational type was introduced.More general model LCP-H for the fluid was developed.The unsymmetry of the shear stress was predicted by the present continuum theory for anisotropic viscoelastic fluid-LC polymer liquids.The influence of the relaxation times on material functions was specially studied.It is important to study the unsteady vibrational rotating flow with small amplitudes,as it is a best way to obtain knowledge of elasticity of the LC polymer,i.e.dynamic viscoelasticity.For the shear-unsymmetric stresses,two shear stresses were obtained thus two complex viscosities and two complex shear modulus(i.e.first and second one) were introduced by the constitutive equation which was defined by rotating shear rate introduced by author.For the two stability problems of fluid,such as stability of hydrodynamic flow and orientational motion,were discussed.The results show that the polymer suspension systems exhibit anisotropic character.The PNC systems can exhibit significant shear-thinning effects.For more concentrated polymer nano-suspensions,the first normal stress difference change from positive to negative,which is similar to LC polymer behavior.     

2008年我国房地产业的发展模式与市场把握

在深入市场调查、认真采集数据和科学分析研究的基础上,从我国新一年房地产业发展的"背景和环境"、"预期和责任"、"风险和影响"、"保障和创新"等方面进行阐述和论证.     

窃取商业秘密获得的专利权归商业秘密权利人所有——兼谈商业秘密构成要件和范围

中国加入WTO以后,知识产权的保护意识日益强化,作为知识产权范畴的专利权更是被人们普遍关注和重视.以"错案"为研究对象,运用商业秘密的有关理论以及保护商业秘密和专利权的有关法律制度,特别是从窃取商业秘密获得的专利权归谁所有的角度,对人民法院的判决进行了分析研究,指出了人民法院的判决是错误的,提出了窃取商业秘密获得的专利权归商业秘密权利人所有.这有利于人民法院公正司法,依法审判.     

当前民办高校融资难的成因及对策

针对民办高校所需办学经费无国家财政拨款,全部为自筹资金的现状,分析了形成当前民办高校融资难的原因,既有信贷政策、银行方面的因素,也有民办高校自身的因素.提出民办高校要生存,要发展,光靠举办者投入或捐赠以及每年的学费收入是不够的,还需要积极拓展更多融资渠道解决办校融资难的问题.     

从语气助词的角度浅析日语表达方式的特性

日语中有着十分丰富的语气助词,其虽然不具有实际的意义,然而通过语气助词,却能够流露出说话者的心情和感受,传递出不溢于言表的隐性含义,在日常的表达中扮演着十分重要的角色.从语气助词的角度,分析总结日语在表达上所具有的特性.     

基于WPA的无线局域网安全性分析

本文详细分析了最新的无线安全加密体制WPA的规范并对其安全性做了分析,结合目前广 泛使用的WEP加密体制的弱点,分析WPA的相比与WEP的优点,指出了WPA代替WEP成为无线安全屏 障的必然。     

立方准晶的反平面问题与Ⅲ型裂纹问题

发展了立方准晶材料的断裂理论 .通过应用Fourier分析和对偶积分方程理论 ,得到了立方准晶材料Ⅲ型裂纹问题的精确解析解 ,并由此确定了位移与应力场 ,应力强度因子和应变能释放率 .结果表明 ,应力强度因子与材料常数无关 ,而应变能释放率依赖于所有的材料常数 .这些为研究此新固体材料的变形和断裂提供了重要的信息 .     

FMS中加工质量故障预报的新方法

对引起加工质量故障的原因进行了研究,建立了用于加工中心加工质量故障分析的与/或故障树,提出了隐加工质量故障(FMQF)的概念和由·FMQF 找出制造系统故障的决策树方法.本文在模糊理论基础上,提出了隐加工质量故障识别的新方法,用这种方法可以根据控制图的变化进行设备状态估计.基于以上研究,建立了可用于柔性制造系统隐加工质量故障预测和预报的专家系统.     

研究所企业内部网的建设及应用

从某研究所作为企业的实际情况出发,指出了研究所企业内部网的具体设计目标和设计原则。从系统网络通信平台的构造和信息管理资源服务器平台的构造两方面阐述了企业内部网硬件平台、软件平台构造方法和采用的技术,即在企业内部网组网方法上采用交换式高速以太网方案来构造局域网。信息管理资源服务器平台采用Ｗｅｂ服务器和Ｗｅｂ方式的信息组织及编程语语言;或多计算机信息管理,计算机辅助设计／制造系统两个方面说明了如何开发     

基于蓝牙的WPAN吞吐量研究及改进

为了改善基于蓝牙的无线个人区域网(WPAN)的吞吐量建立了其网络模型,并使用混沌算法对其改进,以进一步提升吞吐量性能.建立了WPAN网络模型和数据碰撞模型,以数据碰撞造成数据重发为基础,推导得到WPAN数据吞吐量公式,证明了WPAN中蓝牙微微网的数量和所采用跳频序列汉明互相关性决定了其吞吐量;设计了新的基于Chebyshev映射的混沌跳频算法,相对于蓝牙跳频算法其具有更好的汉明互相关性能,能提高WPAN的数据吞吐量.进行计算机仿真,并使用ARM1510片上系统(SoC)平台+nRF2401射频芯片组成WPAN对新算法进行实际测试.仿真和测试结果表明,新的混沌算法能将WPAN的最大吞吐量提升几乎1倍,或者说在同等吞吐量条件下,WPAN中可容纳的微微网数量增加了1倍.     

VPN网络设备的平台选型和技术剖析

为了综合考虑VPN产品的性能、技术特点并兼顾整体投资,为企业量身定制一个最符合自身需求的安全、稳定、高效率的网络,首先从VPN的原理及其在企业中应用中的特点出发,分别对当前VPN的三种典型应用平台做了具体分析并横向比较,深入剖析了VPN的SSL和IPsec两种主要接入技术的优缺点,对企业选择VPN设备提出了可行性的意见和建议。     

热图像显示的连续伪彩色编码

讨论了连续伪彩色编码的视觉特性,提出了连续伪彩色标尺的优化设计方法:以相关性、自然性约束色调、明度、饱和度的变化范围和方向,在均匀颜色空间先自动计算节点的色品坐标,使标尺的路径最长,再进行等色差插值,获取视觉上均匀的连续伪彩色标尺.用于热图像的伪彩色显示,保留了原始图像的相关性、自然性和目标整体模式的认知特性,增加了图像的视觉动态范围和可视信息量,提高了识别目标的对比灵敏度,避免了标尺设计的盲目性.     

基于改进SVPWM永磁直线同步电机直接推力控制

针对传统空间矢量脉宽调制（SVPWM）永磁直线同步电机直接推力控制系统响应慢、逆变器开关损耗大、输出电流谐波含量高、系统效率低、推力脉动大的问题,建立了逆变器损耗模型,推导出损耗以及谐波含量关系式,得出损耗和谐波含量最小时的零矢量最优分配方式,提出最小损耗SVPWM方法,并采用定子电流最小控制代替系统定子磁链给定值.通过Matlab/Simulink仿真实验比较了传统方法和本方法在不同速度时加载不同负载的系统损耗和效率以及在电机起动和突加负载时系统的响应能力和推力脉动,并分析了两种方法的逆变器输出电流谐波含量,证明了本方法的有效性与可行性.     

地质构造突出机理研究

受煤层瓦斯压力差和煤层的透气性双重因素影响,煤层是瓦斯后期释放的主要通道. 当工作面出现断层、底凸时,这个释放通道会随煤层的变薄而变小,甚至于完全被封闭,地质构造阻碍和影响了煤层瓦斯的释放.地质构造的存在使瓦斯聚集,因此煤层遇到地质构造时容易造成瓦斯突出.当断层的落差基本等于煤层的厚度时将构成“最佳突出地质构造”, 它可以使突出的标高大幅度上移,也可以使突出的强度显著增大,该类构造也是我们应该特别注意防范的.     

PLC配料称重系统的模糊自适应控制

针对制造业动态称重系统中强干扰、非线性、大滞后的问题,搭建了以西门子s7-200系列PLC为控制模块的配料称重实验箱.基于李雅普诺夫稳定性理论,采用乘积推理机、单值模糊器和中心平均解模糊器设计了模糊控制器和自适应律,并利用MATLAB仿真验证了该算法的有效性.上位机采用VB编程语言实现该算法,并应用到PLC配料称重系统中.结果证明,模糊自适应控制算法优于单一的PID算法,系统的控制精度明显提高,且操作灵活,能够较好地实现精准称重,系统的性能指标完全满足工业要求.