Strength Behavior of Shanghai Clayey Soil Reinforced with Wheat Straw Fibers

It is generally recognized that the low strength and high compressibility are the characteristics of soft soil. In addition to other techniques, reinforcement can also be used in increasing the strength and decreasing the deformation of this kind of soil. The results of an investigation into the effects of a natural fiber on the consolidation and shear strength behavior of Shanghai clayey soil reinforced with wheat straw fibers are presented in this paper. A series of one dimensional consolidation and triaxial tests were conducted on samples of unreinforced and reinforced Shanghai clayey soil with different percentages of randomly distributed wheat straw fibers. The results show that the preconsolidation pressure decreases and the coefficient of swelling and compression generally increase with increasing the fiber content until a optimum content value. Furthermore, the addition of wheat straw fiber leads to a significant increase in shear strength and friction angle of the natural soil and there is an optimum wheat fiber content that makes this increase maximal.     

Application of 2D numerical model to unsteady performance evaluation of vertical-axis tidal current turbine

Tidal current energy is renewable and sustainable, which is a promising alternative energy resource for the future electricity supply. The straight-bladed vertical-axis turbine is regarded as a useful tool to capture the tidal current energy especially under low-speed conditions. A 2D unsteady numerical model based on Ansys-Fluent 12.0 is established to conduct the numerical simulation, which is validated by the corresponding experimental data. For the unsteady calculations, the SST model, 2×10~5 and 0.01 s are selected as the proper turbulence model, mesh number, and time step, respectively. Detailed contours of the velocity distributions around the rotor blade foils have been provided for a flow field analysis. The tip speed ratio(TSR) determines the azimuth angle of the appearance of the torque peak, which occurs once for a blade in a single revolution. It is also found that simply increasing the incident flow velocity could not improve the turbine performance accordingly. The peaks of the averaged power and torque coefficients appear at TSRs of 2.1 and 1.8, respectively. Furthermore, several shapes of the duct augmentation are proposed to improve the turbine performance by contracting the flow path gradually from the open mouth of the duct to the rotor. The duct augmentation can significantly enhance the power and torque output. Furthermore, the elliptic shape enables the best performance of the turbine. The numerical results prove the capability of the present 2D model for the unsteady hydrodynamics and an operating performance analysis of the vertical tidal stream turbine.     

RTG与GPS相对定位联合作业的可行性分析

近年来,RTG(Real Time Gipsy)技术的发展比较迅速,并且在一些行业中得到应用。本文阐述了GPS相对定位与RTG定位原理,并就GPS相对定位与RTG进行误差对比分析。根据行业标准与精度,对GPS相对定位与RTG在控制测量中联合作业的可行性进行探讨,提出联合作业的概念,主要为测绘人员布设控制网时提供参考,从而提高了工作效率,降低了项目成本。     

二价铁氧化对铁锰循环功能微生物活性的影响及机制

地质微生物是沉积环境中铁、锰氧化还原循环的主要驱动因子,铁锰共存环境中二价铁氧化对不同铁、锰循环功能微生物活性的影响差异和机制尚不清楚.以铁还原菌Shewanella oneidensis MR-1、铁氧化菌Pseudogulbenkiania sp.strain 2002、锰氧化菌Pseudomonas putida MnB1和Leptothrix discophora SS-1作为代表性的铁、锰循环功能微生物,利用平板计数、荧光显微镜等手段探究了Fe(II)氧化对功能微生物活性的影响差异及机制.结果表明0.05 mM Fe2+氧化60 min可使MR-1和MnB1的活菌数量降低4~5个数量级,SS-1及S.2002无显著失活.Fe(II)氧化产生的吸附态。OH和胞内。OH是细菌失活的主要原因,胞外H₂O₂、胞外游离态。OH和三价铁氧化物是细菌失活的次要原因,SS-1及S.2002产生了氧化应激反应,成功抵御了活性氧化物种.      

静压桩承载力时间效应的研究进展

由于静压桩沉桩后桩周土重塑,静压桩承载力表现出随着休止期的延长而增长的特性。本文从静压桩沉桩后桩周土体内孔隙水消散固结的角度出发,对静压桩承载力时间效应的理论和试验分别进行归纳,结合孔隙水消散路径及固结模型,对桩周土体初始超静孔隙水压力大小及其分布特征进行总结,分析承载力各种测试方法的优缺点,对静压桩承载力的时效性进行深化研究,并探讨了不同地质条件、不同桩的类型对休止期内静压桩承载力的影响,进一步对基于实测数据得出的经验公式进行总结。讨论了基于不同本构关系模型的应力场及位移场解答和沉桩后孔隙水压力消散解答,在此基础上总结了桩基极限承载力理论公式;探讨了黏性土、砂土条件下,考虑超固结比、不排水抗剪强度和塑性指数比对桩基极限承载力系数A的影响,在此基础上归纳了桩基极限承载力经验公式。建议在经验公式基础上设置多重参数,以提升经验公式的精确度,并完善对不同桩、土类型的参数解答;利用BP神经网络,导入静压桩承载力相关参数,以得到针对不同地质条件、桩型、休止期的承载力最优解。