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...     

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。     

一种VFP数据库加密算法的实现

通过分析传统的VISUAL FOXPRO数据库加密方法，对固定密码、可变密码进行了深入比较，根据其优缺点设计出基于VFP的比较可靠的密码设定方法。即利用数据库管理系统以及可变密码程序，进行加密和解密，此种方法可封闭非法用户的权限，大大提高数据库管理软件的安全性。     

牡丹花的成分及应用研究进展

分析了牡丹花的各种化学成分及花色素的提取、性能及应用,阐述了牡丹花的营养保健作用、抗氧化性和对DNA氧化损伤的保护作用,指出了研究应用中存在的问题,提出了今后的研究方向.     

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。     

Linux多线程的互斥与同步控制及实践

随着计算机软硬件的发展,对计算机的执行效率的要求不断提高,多线程技术应运而生,现在已被许多操作系统所支持.介绍了多线程系统中互斥与同步机制,在Linux系统下利用信号量操作及利用pthread多线程函数编程实现多线程间的互斥与同步控制,并以生产者和消费者问题为例进行分析与实践.     

关于提高企业创新能力的法律思考

在世界新科技革命推动下,知识在经济社会发展中的作用日益突出,国民财富的增长和人类生活的改善越来越有赖于知识的积累和创新。知识的积累和创新主体主要是企业,但我国企业自主创新能力薄弱已制约了我国社会经济发展。本文分析了我国企业自主创新能力的现状,探讨了欧盟及相关国家支持产业研究与创新的相关措施。构建了提高我国企业自主创新能力机制:即立法确立企业在自主创新中主体地位;大力提高对知识产权的管理、运用能力,依法加强对知识产权的保护;完善提高企业自主创新能力的法律和政策体系。     

系统辨识(3)：辨识精度与辨识基本问题

系统辨识是研究建立系统数学模型的理论与方法.讨论系统辨识涉及的一些基本问题,包括辨识精度、辨识方法的提出,辨识输入信号的设计,参数可辨识性与系统可辨识性,开环可辨识性与闭环可辨识性,可辨识性与能控性和能观测性的关系,可辨识性与输入信号的关系,以及与辨识方法收敛性相关的激励信号与激励条件,辨识算法收敛分析的基本工具,典型...     

中国土地利用与生态安全耦合协调研究

土地利用与区域生态安全格局紧密相关,本文在国家尺度上,选择中国2004~2014年的面板数据,将CO₂排放纳入土地利用与生态安全耦合协调评价指标体系,运用熵值法、综合评价函数和耦合协调模型测算土地利用与生态安全的耦合协调度,在ArcGIS软件支持下,分析31个省市区土地利用与生态安全耦合协调度的时空演变规律. 结果表明：（1）2004~2014年间,31省市区土地利用综合评价指数、生态安全综合评价指数、耦合协调度指数整体上升,反映我国近年来,随着土地利用程度的提高,生态安全水平向良性趋势发展;（2）在土地利用与生态安全耦合度的空间分异上,西部地区的耦合度主要处在低水平耦合阶段和拮抗阶段,中部地区多在磨合阶段,高水平耦合阶段主要是东部沿海地区,体现了区域土地利用与生态安全的耦合水平呈梯度空间分布;（3）从2004、2009和2014年的截面数据表明,近年来,我国大部分省市区土地利用与生态安全协调度属于中度协调耦合阶段的土地利用制约型,高度协调耦合区间的省市区数目减少,没有省市区处于极度协调耦合区间,说明我国各省市区土地利用与生态安全的协调发展水平还较低下. 研究区域土地利用与生态安全的耦合协调发展,有利于促进区域的土地合理、高效利用和解决生态环境问题.     

黄土-三趾马红土滑坡滑带土剪切力学特性影响因素

中国西北地区黄土广泛沉积于三趾马红土之上形成“双层异质”接触层面,控制和影响黄土滑坡的形成。为研究黄土-三趾马红土界面剪切力学特性,研制可视化界面直剪仪,开展界面试样剪切试验,探讨齿面角度、含水率、干密度对其剪切破坏模式、强度与变形特性影响规律。结果表明:试样均沿界面产生剪切破坏,试样剪切破坏模式可分为齿间滑动、齿间滑动-齿面剪断、齿面剪断3种; 界面试样剪切应力-位移曲线呈应变软化型,峰值强度后应变“跳跃”及“塑态”特征反映出界面的脆性与塑性剪断破坏特征,剪切刚度、剪切破坏位移演化规律均受界面接触条件影响; 界面剪切过程存在明显剪胀效应,剪胀位移演化规律反映了剪切过程的齿面挤密、齿间滑动、齿面剪断与界面摩擦阶段; 界面试样强度随界面接触条件均呈非线性变化,齿面角度越大,峰值强度与残余强度越高,试样剪切破坏模式越趋于脆性齿面剪断; 含水率越高,界面峰值强度越低,试样剪切破坏模式越趋于塑性齿面剪断; 界面试样干密度越大,峰值强度越大,残余强度越低,试样剪切破坏模式越趋于脆性的齿间滑动-齿面剪断。研究成果可为进一步研究黄土-三趾马红土界面强度准则,揭示黄土-三趾马红土复合型滑坡启动机制提供参考。