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.     

镝铁氧体磁流体磁性能的研究

用化学共沉淀法制备了稀土镝复合铁氧体微粒，经表面活性剂包覆后悬浮于载液中得到了磁性液体．研究了操作温度、镝的用量、pH值及表面活性剂用量等主要工艺参数对磁性能的影响，确定了影响镝铁氧体磁流体饱和磁化强度的主要因素，并从理论上进行了分析和解释。     

Preparation of Rare-Earth Composite Ferrite Magnetic Fluid

Water-based rare-earth ferrite (RexFe3-xO4)magnetic fluids were prepared by chemical co-precipitation method. The result shows that saturation magnetic intensity of ferrite magnetic fluids can be improved by adding Dy3+ and the saturation magnetic intensity will reach the highest if n(Fe)∶n(Dy3+)=30∶1. The modification and formation mechanism of RexFe3-xO4 particles is discussed in detail. The physicochemical properties are investigated by the Gouy magnetic balance, IR, TEM, XRD, and EDX, etc.     

节能灯电子镇流器用磁芯的参量测试及选用

该文就节能灯镇流器铁氧体磁芯的工作磁通密度、饱和磁通密度以及磁导率等几个磁性参量以及各自对磁芯电感的影响进行了介绍,在100kHz频率下,采用最大激励电流测试法分别测量了3种磁芯的多种参量,根据测得的B-H曲线和不同温度下的工作磁通密度值,并结合节能灯磁芯电感的选用标准对结果进行了比较。最后将3种磁芯制成电感应用于20W/120V的同款镇流器中,对实际应用结果进行分析后,列出了可选用的优先次序,指出了各自应用场合。     

空气-SRNA-4催化剂磁流化床动力学研究

在内径和高分别为140mm和1600 mm气固磁流化床反应器内,分别以空气和SRNA-4催化剂(平均粒径50μm)为气相和固相,采用不同外加磁场强度对磁流化床动力学进行了研究。应用计算流体力学软件FLUENT 6.2对磁流化床内局部固含率和床层压降进行了模拟计算。模拟结果显示:无磁场作用时,随表观气速增加,床层界面变化剧烈,床内局部固含率的分布极不均匀,床层压降升高。随着磁场强度增加,气泡的数目和尺寸减小,床中局部固含率增大,且分布变得较均匀,床层压降呈现下降趋势。模拟结果与实验数据吻合良好。     

纵磁场触头设计要点分析

从建立纵磁场触头的数学模型出发,分析了真空开关纵磁场触头线圈及触头面上引弧区的设计规律。     

考虑螺距时圆截面螺线管电流磁场的空间分布

用数值模拟方法和磁场迭加原理,分析计算了疏松型圆截面螺线管电流磁场的空间分布与螺线管长度、螺距的关系。计算结果表明,螺线管越短、螺距越大时,螺线管内均匀磁场区域越小,螺线管两端垂直于轴线方向的磁场越强,但当螺线管较长、螺距较小时,螺线管内均匀磁场区域较大,磁场分布与密绕螺线管的基本相同;螺线管外的磁场很弱,并且衰减较快。     

充电圆形平行板电容器中位移电流产生的磁场分布

应用磁场矢势的概念讨论了充电圆形平行板电容器中的位移电流所产生的磁场分布 .由结果可知 ,其任一点磁感应强度的大小与离中心轴的距离之间不是简单的正比或反比关系 ,而是一种较复杂的函数关系 .同时磁感应强度与板间距离及场点高度有关     

考虑螺距时圆截面螺线管电流磁场的空间分布

用数值模拟方法和磁场迭加原理，分析计算了疏松型圆截面螺线管电流磁场的空间分布与螺线管长度、螺距的关系。计算结果表明，螺线管越短、螺距越大时，螺线管内均匀磁场区域越小，螺线管两端垂直于轴线方向的磁场越强，但当螺线管较长、螺距较小时，螺线管内均匀磁场区域较大，磁场分布与密绕螺线管的基本相同；螺线管外的磁场很弱，并且衰减较快。     

弱恒磁场对白血病细胞内钙离子浓度的影响

本文设计了一个螺线管弱恒磁场感应装置,通过改变通电直流电压的大小调节螺线管内磁场感应强度的大小。结果发现,随着所加电压的增加,磁感应强度也增加。当磁场感应强度为0．2—1．0mT时,可使HL-60白血病细胞内的钙离子浓度明显升高。最大可达对照组的2倍。     

钢丝绳动载荷疲劳时的磁记忆信号研究

建立了模拟钢丝绳动载荷疲劳的实际工作状态的实验装置,确定了钢丝绳上三个检测段.通过磁记忆检测方法检测不同检测段的磁场分布,然后对发生疲劳断裂的检测段的磁场强度变化进行分析,从而得到钢丝绳动疲劳时磁记忆信号的特点.