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.     

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.     

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.     

Additional water use influencing strength and fluidity of recycled concrete

Through adding different additional water use,the compressive strength,splitting tensile strength and fluidity of recycled concrete of three aggregate combination forms were studied by experiment respectively.The experimental results show that with the increase of adding additional water use,the compressive strength and splitting tensile strength of recycled coarse aggregate concrete decrease,but that of recycled fine aggregate concrete and recycled all aggregate concrete increase firstly then decrease.When additional water use is added more 15% or 20% than that of basic ordinary concrete,the recycled coarse aggregate concrete and fine one can get pretty good fluidity.When it is added more 30%,the recycled all aggregate concrete has fluidity that is just satisfied.     

情趣与意象的契合——《逢雪宿芙蓉山主人》与《雪夜林边驻脚》之比较

通过分析《逢雪宿芙蓉山主人》与《雪夜林边驻脚》两诗的情趣和意象,发现两诗都采用了大致相似的意象.但由于诗人各自的文化传统的差异,在两诗中所传达的情趣却不同.然而,正是由于两诗各自在情趣与意象上的契合,才创造出了各自完美的诗境.     

ARMA谱值估计的快速算法的研究

本文首次从运算量的角度,研究了现有ARMA谱值估计(包括最大熵谱值估计)的几种快速算法的各自特点,指出综合利用三角函数的周期性和递推性关系是进一步提高谱值估计速度的有效途径,同时指出,在计算机上实现ARMA谱值估计时,三角函数的调用时间在整个计算时间中占有相当的比例。在此基础上,本文提出了一种综合快速算法,理论与试验结果表明,该算法无论在计算速度上,还是在算法的综合性能方面均是优越的。     

马里奥·博塔(Mario Botta)建筑作品探析--谈博塔建筑创作中的启示

本文从马里奥·博塔的建筑作品和创作手法入手 ,探究了提契诺学派的代表之一 (马里奥·博塔 )的建筑风格———从外部空间到内部空间都恪守着建筑本身应具有的使命     

利用Servlet开发三层Web应用

详细阐述了SUN公司最新技术Java Servlet的特点和应用方式,提出了利用Servlet的三层结构模型,最后给出了一个具体应用的实例。     

干气密封摩擦副启停阶段摩擦特性的仿真研究

针对干气密封非稳态下摩擦特性对密封性能的影响进行研究,考虑动、静环材料属性,微凸体之间的相互作用以及摩擦热流耦合,建立了三维粗糙实体与理想光滑刚体滑动摩擦热力耦合模型。运用ANSYS软件数值模拟了摩擦热以及应力变化规律。研究发现,粗糙表面最高接触温度随滑动时间增加呈逐步上升趋势,并且温升呈 现了一定的波动性;粗糙表面的VonMises等效应力分布极其不均匀呈非线性变化;同时,还发现最大x 方向应力分量σxx 并未出现在最高接触微凸体上;在沿三维粗糙实体厚度方向存在一拉应力区,随着滑动时间的持续,拉应力区有一定程度扩大。从而说明两端面间的温升和波动性以热传导为主要影响因素,应力的变化是由于微凸体发生了弹塑性变形。研究成果为今后干气密封启停阶段特性研究以及参数优化奠定了基础。     

新疆青年论文著者科研合作现状研究

通过论文合著率指标、合作度指标、科研合作类型和产学研科研合作现状及国际科研合作现状的统计分析,对新疆青年论文著者科研合作现状进行了研究。     

企业间接分销通路建设浅论

从分析市场营销组合策略中四个要素对企业营销活动影响的角度 ,提出了解决销售通路这一产品流向消费者的路径问题 ,并紧密围绕着企业销售通路的建设 ,论述了销售通路的模式、销售通路的管理及通路结构的调整和优化 ,提出了富有建设性的意见和措施     

宁夏六盘山地区马东山组孢粉组合特征及其对恐龙生活古气候的指示意义

宁夏六盘山地区早白垩世马东山组河湖相沉积物表面保存有完整的恐龙足迹化石,赋存其中的孢粉是研究恐龙生活时代古气候信息的良好载体。对六盘山地区隆德县前庄村白垩系马东山组蜥脚类恐龙足迹化石赋存剖面进行了系统的孢粉研究,共鉴定出孢粉类型41属63种。剖面自下而上分为Bisaccates-Jiaohepollis、Classopollis-Jiaohepollis-Cicatricosisporites、Cicatricosisporites-Foraminisporis等3个孢粉组合带。孢粉组合特征反映的地质时代为早白垩世Aptian期—Albian期,恐龙足迹化石的建群植被经历了松柏类向掌鳞杉科,再向蕨类植物的转变,进一步研究认为该地区恐龙生活时代古气候经历了亚热带半湿润气候→亚热带温暖半干旱气候→亚热带湿润气候的变化。这与前人对六盘山地区白垩系马东山组沉积古气候环境的研究结论相一致。     

特征关系与工艺决策

从并行工程的原理出发,提出了一个基于特征的并行 CAPP 系统.在特征建模的基础上,系统能够推理特征之间的关系,产生零件的特征向量图;利用加工知识库,通过动态规则匹配,系统可以确定特征的加工方法、加工参数及其加工顺序;通过优化确定最佳的工艺计划.     

自行车前叉减幅振动校正机理

本文详细论述了自行车前叉减幅振动校正的机理,并提出了自行车前叉校正在生产中的较合理的工艺设计方案。     

小麦淀粉在面包生产中的变化及其对面包品质的影响

本文详细地阐述了小麦淀粉用于面包制作的机理,并对其在和面、发酵、醒发、烘烤及冷却存放等过程中的变化进行了描述和说明,同时对小麦淀粉在用于面包生产中所具有的特殊的品质作了理论性的解释。另外,对引起小麦淀粉生物化学变化的淀粉酶的利用等也作了一些概括。