人工挖孔灌注桩配合砼静压桩的应用

以深圳市金属制品总厂拉丝热处理车间的基础工程为实例，介绍了运用人工挖孔灌注桩配合砼静压桩，处理地下水管中的方法，分析了在软弱地基中运用该方法的具体特点。     

大直径泥水盾构始发段掘进对近接既有地铁桥梁的影响分析

为了在大直径盾构泥水始发段保障邻近既有地铁桥梁结构的安全性和正常营运,依托京张高铁清华园隧道3#～2#盾构区间始发段施工工程,采用有限元方法建立三维精细化数值模型,分析始发段大直径盾构掘进引起邻近桥梁结构的变形规律,并给出有针对性的防护措施.研究结果表明:在大直径盾构始发施工时,在不采取防护措施的情况下,盾构工程对邻近...     

桩体材料弹性模量对桩基负摩阻力特性的影响

分析了桩体材料弹性模量对于桩基负摩阻力特性的影响,指出不同的桩体材料弹性模量会使得桩身压缩值不同,对于复合地基中常用的低弹性模量桩应当考虑桩身压缩对于桩基性状的影响。有限元分析结果表明,影响桩基负摩阻力特性的桩体材料弹性模量存在一个临界值。当桩体材料模量大于此值时,可以忽略桩身材料模量的影响;桩体材料模量小于此值时,桩身压缩变形增大,桩顶位移和桩端位移会有很明显的差异,会造成中性点位置上移,桩身中最大附加应力降低。这对复合地基中桩体负摩阻力特性的研究是有益的。     

天然气管道不同孔径泄漏失效概率量化方法研究*

为研究不同孔径泄漏下天然气管道失效概率,首先基于EGIG数据库和UKOPA数据库天然气管道历史失效数据,计算由不同失效原因导致3种孔径泄漏所占比例;然后将我国管道各原因基础失效概率按照对应比例分别进行修正,获得较适用于我国天然气管道特点的不同孔径泄漏基础失效概率;最后分别考虑第三方破坏、腐蚀、施工缺陷/材料失效、误操作、自然力破坏5种失效原因,完成对天然气管道不同孔径泄漏基础失效概率的修正计算。研究结果表明:小孔泄漏、中孔泄漏和破裂泄漏的基础失效概率分别为0.173,0.128,0.048次/（103 km·a）;修正因子包括管径、埋深、壁厚、管龄、防腐层类型、管道所处区域,上述因子能够满足不同场景下天然气管道失效概率的修正计算;概率量化方法综合考虑失效原因、泄漏孔径以及管道本体信息,能够定量化预测天然气管道失效概率,为天然气管道定量风险评价提供数据支撑。     

Application of encapsulation (pH-sensitive polymer and phosphate buffer macrocapsules): a novel approach to remediation of acidic ground water

Macrocapsules, composed of a pH-sensitive polymer and phosphate buffer, offer a novel remediation alternative for acidic ground waters. To test their potential effectiveness, laboratory experiments were carried out followed by a field trial within a coal pile runoff (CPR) acidic contaminant plume. Results of traditional limestone and macrocapsule treatments were compared in both laboratory and field experiments. Macrocapsules were more effective than limestone as a passive treatment for raising pH in well water from 2.5 to 6 in both laboratory and field experiments. The limestone treatments had limited impact on pH, only increasing pH as high as 3.3, and armoring by iron was evident in the field trial. Aluminum, iron and sulfate concentrations remained relatively constant throughout the experiments, but phosphate increased (0.15-32 mg/L), indicating macrocapsule release. This research confirmed that macrocapsules may be an effective alternative to limestone to treat highly acidic ground water.     

现浇X型混凝土桩的荷载传递机理初探

现浇X型混凝土桩技术是河海大学开发研制的用于地基加固处理的一项新技术。在模型试验的基础上,通过有限元方法研究了现浇X型混凝土桩的荷载传递机理,并与模型槽试验结果进行了对比,分析中考虑了桩和土之间的接触和土的非线性。通过数值分析,揭示了X型桩的截面形式对侧摩阻力分布、端阻力发挥的影响。计算结果表明,由于桩的泊松比效应,X型桩截面周边不同位置的侧阻力大小有所不同;X型桩中出现了类似于H型桩的"半封闭土塞",与圆截面桩相比,桩端附近的侧摩阻力有较明显的增加;X型桩的桩端承载力系数要小于圆截面桩的情况,体现了X型桩截面形状的影响。     

哑铃桩模型试验与承载力计算方法研究

对自主研发的哑铃桩进行了系列试验和理论分析。通过与不同截面形式的桩进行承载性能试验对比,分析了存在顶盘、扩头情况下的哑铃桩与传统单桩等桩型在不同外力荷载作用下的承载力差异,及其与桩端受力、荷载沉降等的关系。研究表明,本文模型试验中,周围填土是砂的条件下,哑铃桩桩端阻力分担了绝大部分的桩顶荷载,可把哑铃桩视作端承桩进行设计,其承载力较之其它桩型显著提高,且在达到桩基极限承载力时,其所对应的桩顶沉降较之普通预制桩明显减小。此外,还针对哑铃桩的构造特点提出了哑铃桩承载力计算公式,并通过与试验数据的对比,验证了其合理性。     

Enhanced photocatalytic activity of TiO2 by surface fluorination in degradation of organic cationic compound

Experiments were carried out to investigate the influence of TiO2 surface fluorination on the photodegradation of a representative organic cationic compound, Methylene Blue （MB）. The eleetropositive MB shows poor adsorption on TiO2 surface; its degradation performs a HO. radical-mediated mechanism. In the F-modified system, the kinetic reaction rate enlarged more than 2.5 fold that was attributed mainly to the accumulating adsorption of MB and the increased photogenerated hole available on the F-modified TiO2 surface.     

A process-based model designed for filling of large data gaps in tower-based measurements of net ecosystem productivity

In this paper we present a simple hybrid gap-filling model (GFM) designed with a minimum number of parameters necessary to capture the ecological processes important for filling medium-to-large gaps in Flux data. As the model is process-based, the model has potential to be used in filling large gaps exhibiting a broad range of micro-meteorological and site conditions. The GFM performance was evaluated using “Punch hole” and extrapolation experiments based on data collected in west-central New Brunswick. These experiments indicated that the GFM is able to provide acceptable results (r² > 0.80) when >500 data points are used in model parameterization. The GFM was shown to address daytime evolution of NEP reasonably well for a wide range of weather and site conditions. An analysis of residuals indicated that for the most part no obvious trends were evident; although a slight bias was detected in NEP with soil temperature. To explore the portability of the GFM across ecosystem types, a transcontinental validation was conducted using NEP and ancillary data from seven ecosystems along a north-south transect (i.e., temperature–moisture gradient) from northern Europe (Finland) to the Middle East (Israel). The GFM was shown to explain over 75% of the variability in NEP measured at most ecosystems, which strongly suggests that the GFM maybe successfully applied to forest ecosystems outside Canada.     

城市污泥堆肥过程中气温对堆体温度影响的模拟

在静态垛堆肥过程中,气温的变化会对堆体温度造成影响,这对堆肥过程中的堆体温度控制具有重要意义．但迄今为止,对此问题仍缺乏研究．本文引入小波分析方法对气温和堆体温度数据进行去噪和压缩处理,提取出气温波动引起的堆体温度波动信号,然后对气温波动信号和堆体温度波动信号进行分周期拟合,获得一一对应的振幅和相位差．结果表明,对于强制通风静态垛堆肥,气温波动对堆体下层（75cm）的影响最大,最大值为0．186℃,最小值为0．132℃,平均值为0．159℃;对中层（50cm）的影响最小,但随着堆肥进程的持续有增大的趋势;对上层（25cm）影响的最大值为0．105℃,最小值为0．065℃,平均值为0．085℃．从相位差上看,堆体中层（50cm）的相位差始终最大,在堆肥的降温期呈现明显减小的趋势;上层（25cm）的相位差随着堆肥进程的持续有明显增大的趋势;下层（75cm）的相位差在整个堆肥进程中呈缓慢升高的趋势．通过影响强度和相位差综合分析发现,堆体上层物料和下层物料在热量散失过程中可能存在两种不同的热交换机制,即上层物料以稳态热传导和自然对流为主,而下层物料则以非稳态热对流为主．