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.     

Cyanidation of gold clay ore containing arsenic and manganese

The extraction process of gold and silver from the gold clay ore containing arsenic and manganese was investigated.With the conventional technique,the leaching rates of gold and silver are 78.23%and 49.02%,respectively.To eliminate the negative effects of arsenic and manganese on cyanidation and increase the gold and silver leaching rates,a novel catalyst was added.The content of the catalyst used in the process was 8 g per 500 g org sample,the sample size was 60μm and the pH value was kept between 10 an...     

形状和位置公差标准发展概况

对形状和位置公差标准的国内外发展状况进行了评述与分析；指出了各时期形状和位置公差的结构特点；说明了形状和位置公差标准的产生、建立和发展是由科学技术、工艺技术及测量技术决定的，并与生产紧密相关。     

豫西巩义地区上石炭统本溪组泥岩地球化学和富锂特征及其控制因素

泥岩的沉积序列和地球化学特征包含大量地质信息,广泛应用于沉积学及其物源分析等。豫西巩义地区上石炭统本溪组富集锂资源,但对于锂资源的来源、沉积条件等控制因素及赋存的矿物等不明确。基于野外露头等资料,综合分析豫西巩义地区上石炭统本溪组主量、微量和稀土元素特征,阐明本溪组锂富集特征,探讨本溪组的源岩、岩石风化程度、沉积物分选状况和古环境特征,进而分析本溪组锂富集的成因。结果表明:本溪组锂资源丰富,主要富集在泥岩中(Li平均质量分数为1 487×10^-6),而铝土矿Li含量较低; 沉积序列表明,本溪组主要以细粒沉积物为主,形成于潟湖环境; B/Ga、Sr/Cu值等参数表明沉积时期海水为微咸水,气候条件为温湿—干热气候,处于还原环境; 微量和稀土元素等综合图解分析表明,物源区母岩以长英质岩浆岩为主,灰岩和泥岩等是次要物源,化学蚀变指数、风化指数参数及图解表明源岩遭受强烈的风化作用,经历沉积再旋回作用。本溪组富锂泥岩的物源、沉积特征等综合分析表明,锂资源的富集与泥岩中高岭石、绿泥石等黏土矿物关系密切,本溪组源岩为锂富集提供物质基础,沉积物的再旋回过程、沉积环境等沉积特征影响锂资源的富集。     

基于地道风空气源热泵间歇散热

对基于地道风空气源热泵应用的可行性进行分析,建立了地道传热温度场的数学模型和计算的内、外边界条件,进而对数学模型进行简化处理,并采用拉普拉斯数学方法计算求解,得到空气经地下风道传热的计算公式。随后建立地道传热环境的物理模型和边界条件,并采用数值计算软件FLUENT对物理模型进行数值模拟计算,将动态传热边界条件加入求解,然后将计算所得结果与实验实际测量取得的数据进行对比分析,得出基于地道风的空气源热泵冷热源间歇散热传热的特点,以及应用地下风道传热时要注意的关键问题。这对于地道风降温技术以及基于地道风的空气源热泵系统的传热研究有一定应用价值。     

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。     

角闪石黑云母全铝压力计的可靠性对比——以广西姑婆山-花山花岗岩为例

为了对比研究不同矿物压力计的可靠性和准确性,选择姑婆山-花山花岗岩体中5个不同的单元作为研究对象,对其进行角闪石和黑云母全铝压力计的计算,其中杨梅山独立侵入体以角闪石和黑云母计算的成岩压力分别为3.23×108和0.90×108Pa,对应的形成深度分别为12.8和3.58 km;里松单元以角闪石和黑云母计算的成岩压力分别为3.47×108和1.00×108Pa,对应的形成深度分别为14.29和4.08 km;望高单元、新路单元与华美单元以黑云母计算的成岩压力分别为1.24×108、3.49×108和2.20×108Pa,对应的形成深度分别为5.13、14.48和8.3 km。通过综合对比前人的研究成果,发现角闪石比黑云母更加适合作为全铝压力计目标矿物。     

吸湿发热纤维混纺针织物耐磨性和悬垂性研究

研究吸湿发热纤维混纺针织物的力学性能,就其耐磨性和悬垂性与纯棉织物、涤棉混纺织物做了对比,实验结果显示,吸湿发热纤维混纺针织物的耐磨性、悬垂性均优于纯棉,与涤棉混纺织物相比略差。通过对吸湿发热纤维混纺针织物力学性能的测试分析,为后续针织物的研究奠定基础。     

非织造布滤料性能及过滤过程的研究进展

对近年来非织造布滤料的研究进展做了简要综述,介绍了内部结构的研究及表征、过滤性能及其影响因素、过滤过程的计算机模拟,指出进一步发展所需要解决的问题。     

球墨铸铁旋耕刀热处理及田间试验研究

拖拉机上的旋耕刀是农业机械上用得最多的耕作机具之一,它用于旋耕打土,易耗、易损.原为65Mn 钢锻造,需大量优质钢材,且工艺较繁。要经锻造、冲压、剪切和热处理等工序.因为生产周期较长,成本较高,致使市场上旋耕刀短缺.我们采用球墨铸铁铸造旋耕刀,只需铸造、热处理、钻孔三道工序.不但工艺简单,而且成本较低.经3个季节田耕作试验,已经达到并超过65Mn 钢旋耕刀的使用寿命.     

油藏中沥青质沉积机理研究

在充分调研国内外沥青质沉积资料的基础上,对沥青质的物理化学沉积机理、沥青质堵塞储层孔喉的机理进行了总结.在对比分析的基础上,将沥青沉积模型划分为基于相劈分的沥青质沉积模型及基于胶体不稳定性的沥青质沉积理论模型,指出了各模型的局限性及其存在根源.通过分析原油中沥青质发生絮凝的温度、压力、组分,可以找出发生沥青质沉积的主要影响因素,从而搞清沥青质对储层渗透率的影响,为油藏注气开发方案设计提供依据,对防止储层损害,确保稳产、高产具有重要意义.