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.     

沥青路面空隙率对工程质量的影响分析

结合沥青面层存在的实际问题,分析沥青面层空隙率与路面初期损坏、透水性、沥青混合料强度、沥青混合料水稳定性的关系,讨论沥青混合料空隙率对沥青混合料耐久性、沥青与集料粘附性的影响,对沥青面层空隙率的控制设计与施工具有指导意义 更多还原     

步行能量采集器中磁致伸缩材料的机-磁耦合特性研究

针对步行能量采集器中磁致伸缩材料的机–磁耦合特性,提出了一种磁致伸缩材料机–磁耦合特性的研究方法,通过观察磁畴角度偏转的规律,研究应力和磁场载荷同时作用下的超磁致伸缩材料的机–磁耦合特性.发现外加磁场增加有利于磁畴的偏转和跃迁,而应力各向异性能不利于超磁致伸缩材料磁化的进行,使超磁致伸缩材料的磁化更加困难.依据以上结论选择最佳的外加磁场和应力的取值,并且计算磁致伸缩材料对外产生的磁化强度,该磁化强度具有更高的效率.     

F覆盖度对石墨烯体系电子结构和光学性能的影响

为了研究不同F覆盖度下石墨烯吸附体系的电子结构和光学性能,采用第一性原理对本征石墨烯和石墨烯吸附体系进行了几何优化,计算并分析了各体系的吸附能、能带结构、电子态密度、光吸收系数与反射率.结果表明,F原子稳定吸附在石墨烯的顶位,当F覆盖度为6.2%时,体系吸附能最大.F原子的吸附打开了石墨烯的能隙,使其由半金属型转变为半导体型.当F覆盖度为3.1%时,体系能隙值最大.与本征石墨烯相比,石墨烯吸附体系在费米能级处的电子态密度值增大,当F覆盖度为9.4%时,可以获得最大态密度值.石墨烯吸附体系的光吸收系数和反射率峰值相比本征石墨烯均明显减小,且F覆盖度越大,峰值减小程度越显著.在一定波长范围内吸附体系的吸收系数和反射率均出现蓝移现象.     

重力坝均质坝基的失稳机理研究

本文通过数值模拟重力坝均质坝基的破坏过程,对其失稳机理进行了分析研究。结果表明,坝基的破坏主要表现为坝踵裂缝的延伸和坝趾附近基岩剪切屈服区的扩展。当屈服区在坝基浅层形成上下游贯通时,坝基承载能力达到极限值,大坝沿塑性屈服层滑移,从而导致整体失稳。     

洪水灾害下管道的力学计算

为了研究流动水动力、浮力、管体以及输送介质重力、土壤地基抗力对管道的共同作用,建立洪水作用下的管道力学分析模型,选用数值分析方法和有限元方法计算了管道的应力及应变。结果表明,两种方法的计算结果较接近。依据该有限元模型,分析了洪水流速和穿越距离对管道应力及应变的影响。结果表明,当流速大于3.0 m/s时,管道应力和应变随流速的增加趋势加大;当穿越距离增加时,堤岸处管道最大应力和轴向应变逐渐增大,但增幅逐渐减小;当穿越距离小于160 m时,河流中部管道的应力和轴向应变随着穿越距离的增加而增大,当穿越距离大于160 m时,应力和轴向应变随着穿越距离的增加而略有减小。对榆⁃济线埋地悬空管道进行了安全评估,结果可知即时应力为178 MPa,悬空管道安全。     

缩短冲压机器人手臂动作时间的途径

本文从冲压机器人工作频率高的特点出发,阐明了要满足冲压机器人工作频率的要求,关键是缩短手臂气缸的动作时间。通过分析研究,提出了手臂采用气缸复合运动机构。实践证明,这种新机构对提高冲压机器人工作频率效果显著,采用普通标准气缸就能实现手臂高速运动。     

激光表面涂敷时,喷粉微粒在基底表面的分布

在激光表面涂敷技术中,一种方法是用气体运载金属和陶瓷粉末从激光输出口喷出,溶化后在基底表面形成覆盖层.喷出的粉状微粒在基底表面上的分布情况对涂敷的质量有很大的影响.本文从理论上研究了被运载的粉状材料从圆形喷口喷出后的运动情况,得到了在管口下方的基底材料表面上的分布形式,与实验的结果基本符合.这对提高激光表面涂敷的质量,从实验上改进喷粉微粒在基底表面的分布形式提供了参考依据.     

论振动体的电动力学(Ⅱ)——共振场的波粒二像性运动

对量子力学波粒二象性提出了一种新机理。电子与质子的运动是以共振形式存在。电子绕质子的运动具有基本的共振点,共振点是以直线型在轨道上运动。电子基本共振点绕核2π周期运动一周,产生了具有波动性质的能量累加值—驻波能量值。电子绕核角动量轨道运动,电子的自旋角动量运动,和电子自旋的进动运动,三者之和运动2π周期能量的积分总和,产生了原子光谱的跃迁能。原子中的电子绕核运动与另一个原子的绕核进动共振运动相互作用,绕核进行2π周期产生能量累加是分子振动或转动跃迁能。普朗克常数h是连接能量和频率的宏观常数,宏观能量是一个宏观波长的周期产生的能量累加值。电子和光子基本运动都是直线性的,对外都显示波动性质。     

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。