Riks弧长法在压杆非线性屈曲分析中的应用

为了得到单轴压缩杆件考虑几何非线性时的后屈曲特性,介绍Riks弧长法的基本原理,并以工字钢为例,说明Riks弧长法在压杆非线性屈曲分析中的应用.结果表明,考虑初始缺陷后,压杆的屈曲强度大大减小,且屈曲强度对缺陷因子极为敏感.该研究可为单轴压缩杆件的非线性屈曲分析提供参考.     

深基坑中型钢结合水泥土搅拌桩作为立柱桩的应用

立柱是大面积基坑水平支撑体系的重要组成部分,而在基坑围护设计施工时,采用型钢结合水泥土搅拌桩作为立柱桩的情况较为少见。为此,介绍了某SMW工法桩围护基坑工程中,型钢结合水泥土搅拌桩作为立柱桩的应用情况,以期为类似工程提供一定参考。     

混流泵内流场的数值模拟

利用FLUENT软件,采用标准k-ε双方程紊流模型和SIMPLE算法对混流泵内部的三维紊流流动进行数值模拟.通过对其内部流动速度、压力分布的分析,揭示了其内部流动的主要特征,对其性能及改进提供相关信息.     

The structure of dissipation in the western Irish Sea front

We report on an intensive campaign in the summer of 2006 to observe turbulent energy dissipation in the vicinity of a tidal mixing front which separates well mixed and seasonally stratified regimes in the western Irish Sea. The rate of turbulent dissipation ε was observed on a section across the front by a combination of vertical profiles with the FLY dissipation profiler and horizontal profiles by shear sensors mounted on an AUV (Autosub). Mean flow conditions and stratification were obtained from a bed mounted ADCP and a vertical chain of thermistors on a mooring. During an Autosub mission of 60 h, the vehicle, moving at a speed of ~ 1.2 m s^− 1, completed 10 useable frontal crossings between end points which were allowed to move with the mean flow. The results were combined with parallel measurements of the vertical profile of ε which were made using FLY for periods of up to 13 h at positions along the Autosub track. The two data sets, which show a satisfactory degree of consistency, were combined to elucidate the space–time variation of dissipation in the frontal zone. Using harmonic analysis, the spatial structure of dissipation was separated from the strong time dependent signal at the M₄ tidal frequency to yield a picture of the cross-frontal distribution of energy dissipation. A complementary picture of the frontal velocity field was obtained from a moored ADCP and estimates of the mean velocity derived from the thermal wind using the observed density distribution. which indicated the presence of a strong (0.2 m s^− 1) jet-like flow in the high gradient region of the front. Under neap tidal conditions, mean dissipation varied across the section by 3 orders of magnitude exceeding 10^− 2 W m^− 3 near the seabed in the mixed regime and decreasing to 10^− 5 W m^− 3. in the strongly stratified interior regime. The spatial pattern of dissipation is consistent in general form with the predictions of models of tidal mixing and does not reflect any strong influence by the frontal jet.     

A dense water outflow from the Ross Sea, Antarctica: Mixing and the contribution of tides

We use hydrographic, current, and microstructure measurements, and tide-forced ocean models, to estimate benthic and interfacial mixing impacting the evolution of a bottom-trapped outflow of dense shelf water from the Drygalski Trough in the northwestern Ross Sea. During summer 2003 an energetic outflow was observed from the outer shelf ( 500 m isobath) to the  1600 m isobath on the continental slope. Outflow thickness was as great as  200 m, and mean speeds were  0.6 m s^− 1 relative to background currents exceeding  1 m s^− 1 that were primarily tidal in origin. No outflow was detected on the slope in winter 2004, although a thin layer of dense shelf water was present on the outer shelf. When the outflow was well-developed, the estimated benthic stress was of order one Pascal and the bulk Froude number over the upper slope exceeded one. Diapycnal scalar diffusivity (K_z) values in the transition region at the top of the outflow, estimated from Thorpe-scale analysis of potential density and measurements of microscale temperature gradient from sensors attached to the CTD rosette, were of order 10^− 3−10^− 2 m² s^− 1. For two cases where the upper outflow boundary was particularly sharply defined, entrainment rate w_e was estimated from K_z and bulk outflow parameters to be  10^− 3 m s^− 1 ( 100 m day^− 1). A tide-forced, three-dimensional primitive equation ocean model with Mellor-Yamada level 2.5 turbulence closure scheme for diapycnal mixing yields results consistent with a significant tidal role in mixing associated with benthic stress and shear within the stratified ocean interior.     

水泥土湿喷桩在高速公路海相软土处理中的应用评价

针对海相软土含水量大、粘粒含量高的特点,采用水泥土湿喷桩复合地基处理方式。通过对湿喷桩处理段的大量检测结果进行统计分析,得出的一些结论对于高速公路的软基处理具有实际意义。     

自密实混凝配合比设计方法研究

研究了自密实混凝土(SCC)的配合比设计方法。试验证实,一般高性能混凝土(HPC)的配合比设计方法难以适用于自密实混凝土;本文提出了以经验数据为基础的设计方法—经验推导法,可以设计出满足自密实混凝土性能要求的配合比方案。     

Simple Identification of Some Coastal Marine Habitats by Modeling with Sea-Chart Data

A simple numerical model was applied to distinguish permanently oxygenated marine sill basins from periodically anoxic basins in Nordland County, northern Norway. Input data are sill depth, width of the tidal channel, sea surface area, and tidal range. The model produces a Topography Tidal Factor (TTF) that seems to be an adequate index correlating with empirical field data when sills have saddle depths <30 m. The depth of the pycnocline, and the oxygen concentration of the basin water increases logarithmically with the calculated TTF value toward an asymptotic level. At TTF ≥0.02 basins are mostly well-oxygenated and have a permanent fauna of epibenthic and hyperbenthic animals. Basins with TTF <0.02 may become anoxic each autumn, which permanently prevents establishment of communities with multi-annual sessile benthos. Low oxygen concentration may also cause seasonal variation in the occurrence of motile species. In tidal channels, the abundance of bivalves and fish, as well as the biodiversity in general, probably increases with TTF. The applied method may be universally valid in regions shaped by glacial erosion but needs to be further developed by more detailed studies.     

沥青面层微表处罩面施工技术分析

综述微表处处理沥青路面面层的工效及适用范围，结合微表处施工工序论述其施工技术，并从多个角度分析施工中的质量控制要点，可为相关技术人员提供参考和借鉴。     

搅拌桩处理公路软弱地基施工工艺的探讨

以搅拌桩工艺处理软土地基,使其承压性能达到道路施工的必要条件。基于工程实践对其使用工艺进行技术优化,对于提高作业效率和降低工程成本是十分必要的。