CORS网和GNSS技术在地面变形监测中的应用

地面变形对工程建设安全稳定具有一定影响,对工程建设规划、地质灾害防治等具有重要意义。本文利用卫星导航定位基准站（CORS）网全球卫星导航系统（GNSS）连续观测,实现了区域地面大地高、地面重力和地倾斜变化面的监测,通过与部分地质灾害信息进行时空分析,确定了用于地面稳定性变化分析的要素和权重,进而定量分析了地面稳定性变化。该方法在浙江省东南部地区进行了测试验证,获得了较好的效果。利用CORS网连续观测能够定量监测地面变形整个面的变化,分析区域地面稳定性变化情况,可为区域规划和地质灾害防治提供技术支持和参考。     

Antecedent soil moisture conditions of different soil types in South‐western Ontario,Canada

Soil moisture conditions prior to input design storms need to be known in the planning and design of urban stormwater control facilities using the design storm approach. Limited information is available on these soil moisture conditions which are commonly referred to as the antecedent soil moisture conditions. In this study, a deterministic continuous simulation model was used to simulate antecedent soil moisture conditions under south‐western Ontario, Canada, climate conditions. A wide range of different soil types were investigated and various statistical analyses on the simulated antecedent soil moisture results were performed. Frequency analyses illustrated typical distributions of antecedent soil moisture conditions and the influence of finer and coarser textured soil particles. Empirical equations were developed for the estimation of average antecedent soil moisture conditions based on commonly known soil characteristics. Satisfactory performance of the empirical equations was demonstrated by comparing between field average antecedent soil moisture data and empirically estimated average antecedent soil moisture values. These equations are therefore recommended for use in urban stormwater studies incorporating the design storm approach. Copyright © 2010 John Wiley & Sons, Ltd.     

城市独柱墩桥梁结构体系非线性抗震研究

针对城市桥梁采用的独柱墩连续梁桥具有的缺点,提出了采用两跨T形刚构桥梁的结构形式。利用非线性时程分析方法,考虑钢筋混凝土桥墩材料的非线性,对两种桥梁结构在纵向地震动作用下的非线性地震反应行为进行了分析,得到了两种桥梁结构桥墩的弯矩、剪力、位移以及塑性铰转角时程。结果表明,在同一地震动作用下,T形刚构桥墩所受弯矩小于连续梁,所受剪力大于连续梁,桥墩塑性铰的转角远小于连续梁。因此,在同等损伤程度和保证桥墩抗剪能力的情况下,T形刚构比连续梁能够承受更强的地震。     

采灌条件下中低温热储温度场动态特征初探

中国四大直辖市之一的天津具有较高地温场背景,地热开采历史长、规模大,回灌式循环开采发展势头喜人。由连续开采多年的地热井井口稳定流温监测数据证实:各储层地热流体温度并没有因长期开采而出现明显变化;而由同一眼基岩回灌井、停灌前后不同时段进行的井温测试结果表明:以比热储温度低得多的原水进行回灌,虽然井管内同一井段不同时期井温有0.1～0.76℃/a的微弱降幅,但主要取水层段在一个停灌周期内的井温则呈逐月恢复势态,数据显示停灌期间回灌井区域基岩热储温度回升迅速,并在下一个回灌期来临之前即可逐渐回复至前年同期的热储原始温度水平。     

连续造斜绳索取心钻具造斜机构的设计与试验

根据钻杆抗弯强度的限制,确定连续造斜绳索取心钻具的造斜能力在0．2°-0．5°／m。为满足绳索取心的要求,设计造斜机构采用偏心轴承结构。分别利用几何分析法与极限曲率法对造斜结构的造斜能力进行理论计算。实验结果表明,该造斜机构能够达到设计造斜能力,用纵横弯曲梁法的计算造斜率与实钻造斜率较为吻合。     

柔性砼超薄防渗墙工法及在垃圾填埋场防渗工程中的应用

柔性砼超薄防渗墙工法在地下防渗工程中具有诸多优越性,但将该工艺应用到上海浦东黎明垃圾填埋场改建防渗工程,在国内同类工程中尚属首次。实践证明其防渗效果良好,具有广阔的应用前景和推广意义。结合该工程实例,就柔性砼超薄防渗墙工法在垃圾填埋场应用中的施工工艺、质量控制措施进行简要讨论,并提出合理选择防渗施工工艺的一些建议。     

贵州一次连续暴雨的低值系统及湿位涡分析

利用自动站资料以及NCEP再分析资料,对2017年6月末贵州区域连续暴雨过程进行分析。结果表明:连续暴雨期间,西太平洋副热带高压位置较常年偏强,副高西伸脊点偏西,副高西北侧的西南风为持续性暴雨提供水汽输送;东亚中纬度地区维持“西高东低”形势,有利于引导冷空气南下影响贵州,与西南暖湿气流在贵州交汇,这种大尺度系统的稳定维持有利于连续暴雨的发生;贵州西部地区的低值系统是造成贵州区域连续暴雨的重要中尺度系统;MPV1低层负值区,高层正值区的配置为贵州暴雨的有利形势;低层辐合高层辐散的形势使得贵州区域呈现强烈的上升运动,为连续性暴雨提供有利的动力条件,同时低层水汽丰富并伴有强的水汽辐合,为连续性暴雨提供有利的水汽条件。     

Numerical studies of hyperplasticity with single,multiple and a continuous field of yield surfaces

The development of a new constitutive model would normally require a new procedure to be established for derivation of the incremental response. However, for models generated within the framework of hyperplasticity (using single, multiple or continuous yield surfaces), this derivation can be carried out using standard procedures. In this paper we present first the unified incremental response for a model using a single internal variable for general loading conditions. Next, we develop and explore three different numerical techniques for implementation of this procedure. One of the approaches, which seems superior, is extended to the multi‐surface hyperplastic formulation. Finally, to allow integration of continuous hyperplastic models within the same multi‐surface hyperplastic setting, the issue of discretization of the continuous field of yield surfaces is addressed. Copyright © 2003 John Wiley & Sons, Ltd.     

海气耦合随机动力模式的Fokker-Planck方程

将描写海温和气温交互作用的随机动力模式化为一个Fokker-Planck方程(FPE),然后用矩阵连分法进行求解,并对二氧化碳增温效应进行了计算。当CO₂从330ppm增加到660ppm时增温1.2℃,模式中存在的优势周期为3～4年,当CO₂倍增时各周期有延长的趋势。     

广州海印花园深基坑支护工程施工技术

对位于珠江边，周边施工环境恶劣，地质条件差的广州海印花园深基坑支护工程施工技术进行了总结，为今后类似的复杂大型深基坑支护工程施工提供了成功的经验。