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.     

ADAMS 在机械原理机构教学中的应用

介绍了应用虚拟样机仿真软件——ADAMS(Automatic Dynamic Analysis of Mechanical Systems,机械系统动力学自动分析)在机械原理课程中进行机构动力学求解与机构设计优化的原理与方法,分析了传统机构教学方法的缺点以及虚拟样机仿真软件在机构教学中的应用过程。通过分别对内燃机机构、共轭凸轮机构进行仿真,说明了ADAMS软件在机械原理机构动力学教学以及机构创新设计与优化中的应用。     

JIT采购在医院药品供应中的应用

为了解决我国医院用药价格偏高问题 ,必须改变医院传统供应模式。分析了JIT采购模式和传统模式两种医院医药供应模式 ,对比了两种模式的不同 ,指出JIT采购模式的优点 ,并且提出具体实施JIT采购模式的措施     

城区内河水环境的生物治理——以池州市清溪河为例

对清溪河污染的治理,可以采用一系列理化的方法,但相比之下,利用生物治理不仅操作简便,成本低廉,而且能很好的修复水生生态系统的结构,达到良性循环的效果。驳岸的植物是一道屏障,能有效阻止和减少地表污染物进入水体,水中微生物将有机态的污染物转化为无机养份被植物吸收,植物为水中的微生物提供附着表面,而草食性鱼类能抑制植物的过渡生长,最终实现生态系统的重建与修复,使河道进入可持续发展的良性循环体系。     

绿化带中紫花苜蓿嫩芽含铅量的分析

为了研究食用紫花苜蓿嫩芽铅污染,首次采用电感耦合等离子体-原子发射光谱法(ICPA-ES),连续三年测定了银川市西夏区干道绿化带旁及建筑垃圾垫土种植的绿化带中紫花苜蓿嫩芽的含铅量变化.测试结果显示:干道旁绿化带中种植的紫花苜蓿嫩芽铅质量含量在三年内最大增长幅度为4.3mgk/g(n=5),RSD<1.0%,污染最严重的样品中铅质量含量超过国家对蔬菜中铅质量含量规定的最高限量值26倍,表明铅污染呈逐年加重趋势;建筑垃圾垫土上种植的绿化带中生产的紫花苜蓿嫩芽中铅质量含量在第一年严重超标,但在两年后平均下降了2.36mgk/g(n=5),RSD<1.0%,是国家对蔬菜中铅质量含量规定的最高限量值的11倍;数据显示在没有持续外源污染的情况下,已受到铅污染的紫花苜蓿内在的污染程度在逐年减轻.试验表明,食用干道两侧紫花苜蓿嫩芽对人体有危害.     

时域有限差分法在汽车EMC分析中的应用

结合时域有限差分法(FDTD)直接用有限差分式代替Maxwell时域场旋度方程中的微分式,分析了空间和时间离散间隔对数值色散及数值稳定性的要求,提出一种简化计算机编程的完全匹配层(PML)参数设置方法,利用时谐场函数加窗构建车内激励源。在此激励源激励下,描绘了电磁波的传播和与目标的相互作用过程,得到复杂物理过程的清晰仿真图像。     

层次分析法在船舶近海安全航行中的应用

针对船舶近海航行安全以往的研究以定性分析为主,无法给出各个影响因素重要性程度的问题,采用定量分析的思想,对影响其安全的诸多因素,如船舶因素、人员因素、管理因素和环境因素等运用层次分析法,对各个影响指标的重要性程度进行比较分析,得到了各个影响因素所占的权重,可为以后相关的研究工作提供重要的参考依据。     

铸件凝固过程的微观组织数值模拟研究进展

对目前国内外铸件凝固过程微观组织数值模拟的研究进行了回顾.重点介绍了铸件凝固组织模拟的3类方法确定性方法、随机性方法、相场方法.评述了当前使用的数学模型的特点及局限性.总结了微观组织数值模拟研究的现状及其发展趋势.     

遗传算法在边坡稳定系数计算中的应用

边坡稳定性的关键问题是确定最危险滑动面(潜在最危险滑动面)和边坡的稳定系数。国内外一般是采用先假定边坡滑移模式,然后近似确定最危险滑动面,再求近似的边坡稳定系数的方法来分析边坡的稳定性,但假设的边坡滑移模式难以反映边坡滑移的实际状态。因此本文探索利用遗传算法搜索最危险滑动面,并得到最小稳定系数及对应的最危险滑动面曲线,取得了较好的效果。     

复合地基有效桩长的理论研究进展

归纳总结了柔性桩复合地基有效桩长的试验确定方法和理论确定方法,指出了有效桩长现有研究存在的问题,并提出了一些建议。     

墨西哥货币政策操作对我国准备金制度改革的启示

介绍了墨西哥在放弃固定汇率制度后,逐步采用了日平均结算余额为零的准备金制度的背景.论述了零准备金制度的含义及利率变动机制.该制度具有货币乘数弹性大、稳定利率效果好和调控方式简单等特点.鉴于墨西哥经济与金融发展程度与我国比较接近,因此,我国更应该适当借鉴其准备金制度改革的思路及优点,用以推进我国准备金制度的深化改革.