高压旋喷桩单桩承载力分析

高压喷射注浆于1968年首创于日本。我国于20世纪70年代初相继引进并开始研究高压喷射注浆技术。目前,高压旋喷工艺应用最为广泛,工艺技术最为成熟。对旋喷桩成桩质量及单桩承载力进行研究分析,为旋喷桩在地基与基础工程、水利水电工程、止水、加固工程中的应用提供设计参考依据。该试验在陕西省延安市某建成小区内选三个试验点,按不同旋喷桩施工工艺成桩,通过对桩身完整性检测、单桩承载力试验,分析旋喷桩成桩质量及单桩承载力。     

The prediction of traveling jet trenching in stiff clay based on the erosion failure mechanism

The performance of traveling jet trenching in stiff clay was tested. All the key parameters varied in the experiment, including the jet velocity, the shear strength of clay, the diameter of the nozzle, and the translational velocity of the nozzle. The jet–soil interface was found to be an arc. An equation was given to describe the interface. On the basis of the erosion failure mechanism, a new method is presented for predicting jet trenching depth. We first calculated the trajectory of the jet–soil interface and then predicted the distribution of the boundary layer shear stress along the jet–soil interface. The point where the wall shear stress was equal to the critical shear strength of clay was the ultimate trenching depth. The predictive results were found to fit the experimental results well.     

Interannual meridional displacement of the East Asian upper-tropospheric jet stream in summer

On the interannual timescale, the meridional displacement of the East Asian upper-tropospheric jet stream (EAJS) is significantly associated with the rainfall anomalies in East Asia in summer. In this study, using the data from the National Centers for Environmental Prediction-Department of Energy (NCEP/DOE) reanalysis-2 from 1979 to 2002, the authors investigate the interannual variations of the EAJS‘s meridional displacement in summer and their associations with the variations of the South Asian high (SAH) and the western North Pacific subtropical high (WNPSH), which are dominant circulation features in the upper and lower troposhere, respectively. The result from an EOF analysis shows that the meridional displacement is the most remarkable feature of the interannual variations of the EAJS in each month of summer and in summer as a whole. A composite analysis indicates that the summer (June-July-August, JJA) EAJS index, which is intended to depict the interannual meridional displacement of the EAJS, is not appropriate because the anomalies of the zonal wind at 200 hPa (U200) in July and August only, rather than in June, significantly contribute to the summer EAJS index. Thus, the index for each month in summer is defined according to the location of the EAJS core in each month. Composite analyses based on the monthly indexes show that corresponding to the monthly equatorward displacement of the EAJS, the South Asian high (SAH) extends southeastward clearly in July and August, and the western North Pacific subtropical high (WNPSH) withdraws southward in June and August.     

一种准刚性基础-桩-土共同作用非线性分析的近似方法

通过与刚性基础-桩群-土体系的比较,对级配碎石水密法填筑路堤-土工格栅(含基底缓冲层)-现浇薄壁筒桩复合地基体系提出了一种准刚性基础-桩-土共同作用的非线性分析近似方法。计算表明,该方法简便、实用,能较好地反映桩、土非线性特性对路堤受力变形的影响。     

A study of formation and development of one kind of cyclone on the mei-yu (Baiu) front

The paper presents one diagnosis of baroclinity and the coupling of jets during the developing process of a cyclone that occurred on the mei-yu (Baiu) front around the end of the second stage of the mei-yu (Baiu)in 1998. Results have shown that: (1) The advantageous changes of upper-level large-scale circulation caused the appearance and maintenance of the coupling between the upper-level jet (ULJ) and lower-level jet (LLJ) over the cyclone‘s area. The coupling of jets in this case possesses some different characteristics from previous cases. Moreover, the coupling between the ULJ and LLJ caused the intensification of both lower-level convergence and upper-level divergence, which was favorable for the development of this cyclone. (2) From the analysis of the voricity budget, the role of lower-level convergence in the development of the cyclone was emphasized. Divergent wind in the lower troposphere was a direct contributor to the development of the cyclone. (3) During the development of the cyclone, cold air and warm air were_active over the cyclone‘s domain. Although this cyclone occurred at the mei-yu (Baiu) front, its development assumed baroclinity to a certain extent, which was just the main difference between this kind of cyclone and the first kind of low which is usually barotropic (or quasi-barotropic). (4) In recent years, studies on mei-yu front lows have paid more attention to the lower troposphere. In this paper, the analysis of the energy budget further supports this point: the certain effect of baroclinity forcing in the upper troposphere on mei-yu front lows cannot be ignored.     

热带东风急流显著偏强和偏弱期平流层绕极反气旋及波动的差异

首先采用150～100 hPa气层20 °W～180 °,15 °S～35 °N区域的平均东风和单位面积东风贡献的动能两种办法定义了热带东风急流(TEJ)指数,并分析了1948—2010年TEJ随时间的变化。然后利用谐波分析方法分析了急流显著偏强和偏弱期平流层10 hPa绕极反气旋和波动的差异。分析表明,在急流显著偏强期平流层10 hPa 40 °N以北的绕极反气旋偏弱,而急流显著偏弱期则偏强,差值约为100～150位势米。45 °N以北1波占绝对优势,1波从春到夏的季节转换与TEJ的快速发展紧密相连,急流显著偏强期1波的季节性调整早于显著偏弱期。急流显著偏强和偏弱期相比,极区65～85 °N 1波平均槽脊位置有较大差异。45～60 °N纬带1波在急流显著偏强期振幅明显加强,变化相对稳定,而急流显著偏弱期1波振幅和位相的变化要强烈得多。      

风廓线雷达资料在一次强降水天气过程中的分析应用

针对风廓线雷达资料分辨率高但目前业务应用不广泛的问题,通过对2006年6月29日一次因飑线天气引发的强降水的观测,分析水平风场、垂直气流和大气虚温的变化,以及高低空急流出现的时机并结合地面观测实况,探讨风廓线雷达资料在此类天气过程中的应用.结果表明,水平风场可以清晰地显示高空急流和低空急流出现的时刻和高度,高空急流区和低空急流区不断发展并相互靠近可以预示阵风锋的到来;垂直速度正值突然增大(气流向上为正,向下为负)并迅速变成负值是判断阵风锋过境的一个依据,同时也预示降水即将开始;另外,高空温度递减率的突然加大对降雨的出现也有一定的预示作用.     

天津崇德园基坑支护工程技术

介绍了天津崇德园（南开区水上公园西路团校、政法学院地块）基坑支护工程技术的选择和应用,考虑到基坑变形控制以及较强的止水性,采用SMW工法、深层搅拌水泥土围护墙、钻孔灌注桩、高压旋喷桩综合支护方案。     

复合土钉墙在市区深基坑支护工程中的应用

以济南市区深基坑支护工程实例为背景,分析了在周边环境复杂,使用土地范围受限情况下的市区开展深基坑支护工程,采用复合土钉墙支护技术,利用其形式多样、组合灵活的特点,充分发挥组合中各部件的优点,取长聚优,在保证安全的前提下以期达到技术经济的最佳;同时总结了施工中各个工序的施工要点和关键技术措施。监测数据显示基坑位移变形小,未对周边环境造成不良影响,说明支护体系发挥了良好的实施效果。     

水平旋喷桩施工引起周围土体变形分析

水平旋喷桩施工期间,大量高压流体注入土层,引起土层内部产生较大的膨胀作用,致使周围一定区域的土体发生变形。水平旋喷桩施工引起土体变形可以归结为压力膨胀和体积膨胀共同作用的问题。依托单根水平旋喷桩施工的现场实例,建立了水平旋喷桩施工引起土体变形的数值模型。将水平旋喷桩施工引起的土体变形问题简化为圆孔的膨胀问题,可以统筹考虑注浆压力和注浆流量的影响。首先需要确定注浆压力的影响半径和注浆流量引起的体积膨胀比,然后可以通过数值模型计算膨胀引起的土体变形。数值分析结果与现场实测值的对比表明,当注浆压力影响半径为成桩半径的6倍时,数值计算结果与现场实测值吻合较好。