平面应变下结构性对黄土基坑稳定性的影响

鉴于以往很少考虑黄土结构性对基坑开挖的影响,针对目前普遍存在的基坑稳定性问题,开展室内平面应变条件下的真三轴试验,建立黄土结构性与强度之间关系,通过FISH语言将其引入到基坑开挖数值模拟中,分析结构性对基坑开挖的影响。研究表明,结构性参数与强度指标的变化规律与以往研究结果基本一致,表现为结构性参数与黏聚力呈双曲线关系,但参数略有不同,其受摩擦角的影响较小;结构性影响下基坑侧壁出现明显滑带,且此时连续墙的侧向位移大于不考虑其影响时的位移,坑底隆起量亦如此。研究结果对黄土基坑工程的设计和施工具有一定的指导意义。     

考虑温度耦合效应的竖井地基固结有限元分析

针对塑料排水板(PVD)安装热源能提升PVD性能、加速竖井地基固结这一工程现象,基于热-水-应力 (T-H-M) 三场全耦合的有限元方法来模拟利用热源进行地基处理新技术(PVTD)。首先,以微分形式与等效弱形式分别给出T-H-M耦合控制方程,并推导出其有限元方程组。然后在多场耦合有限元软件中建立饱和土的T-H-M全耦合模型,并通过与已有解析解比较,验证了模型正确性。最后,对一个经典有涂抹区的竖井地基算例,分不耦合温度(UT)、耦合温度但不考虑其对饱和土物性影响(CT)、耦合温度考虑温度对饱和土渗透性影响(CTP) 3种情况进行固结计算分析。研究结果表明,相对于无热源竖井地基,CT情况下由于热源产生的附加孔隙水压力,固结速度略有下降;CTP情况下,由于热源有效改善涂抹区的渗透性能,竖井地基固结速率明显加快。上述研究结论从理论上较好地阐明了PVTD的作用机制。     

红外热成像在龙门石窟奉先寺渗水探测中的应用

奉先寺是龙门石窟具有代表性的作品之一。石窟岩性为碳酸盐岩,渗水病害严重威胁着岩体和雕刻品的完整性。准确探测出渗水部位和渗水来源等是奉先寺渗水治理方案设计的重要依据。利用红外热成像技术,在不同条件下对奉先寺崖壁渗水进行现场探测。结果表明,使用热成像仪可以准确有效地探测出崖壁岩体的渗水部位,判断出渗水来源、分布及其活动规律。与以往依靠人工观察相比,红外热成像技术有着明显的优势。该技术可在石窟渗水勘察中应用推广。     

傅里叶变换离子回旋共振质谱的地球化学意义及其在油气勘探中的应用前景

NSO杂原子化合物在烃源岩和原油中通常只占很小的一部分,但其包含重要的地质地球化学信息。由于组成复杂且难以分离,对该类化合物的组成研究相对薄弱。电喷雾电离源（ESI）结合傅里叶变换离子回旋共振质谱（FT-ICR MS）是一种新型检测石油组分的手段,具有选择性电离、超高质谱分辨率和质量精度等特征,非常适合检测石油复杂基质中微量NSO极性杂原子化合物分子组成,近年来开始应用于油气勘探领域。结合对塔里木盆地海相油与陆相油、辽河稠油等样品的FT-ICR MS分析,发现原油中NSO化合物受母源岩与油气成因类型、成熟度、油气运移示踪及硫酸盐热化学还原反应（TSR）控制,可提供相关的识别与评价信息,显示FT-ICR MS在油气地球化学理论研究和油气勘探中具有潜在的应用价值。     

Spatio-temporal distribution of net-collected phytoplankton community and its response to marine exploitation in Xiangshan Bay

To explore the spatial-temporal distribution of the phytoplankton community and evaluate the combined effects of marine resource exploitation, net-collected phytoplankton and physical-chemical parameters were investigated in the Xiangshan Bay during the four seasons of 2010. A total of eight phyla, 97 genera, and 310 species were found, including 232 diatom species, 45 dinoflagellate species and 33 other taxa. The phytoplankton abundances presented a significant (P<0.001) seasonal difference with the average of 60.66×10⁴ cells/m³. Diatoms (mainly consisting of Coscinodiscus jonesianus, Cerataulina pelagica, Skeleto n ema costatum, and genus Chaetoceros) dominated the phytoplankton assemblage in all seasons. We found great spatio-temporal variation in community composition based on the multidimensional scaling and similarity analysis. Canonical correspondence analysis show that temperature, nutrition, illumination, and salinity were the main variables associated with microalgal assemblage. Compared with the previous studies, an increase in phytoplankton abundance and change in the dominant species coincided with increased exploitation activities in this bay (e.g. operation of coastal power plants, intensive mariculture, tidal flat reclamation, and industrial and agricultural development). The present findings suggest that the government should exercise caution when deciding upon developmental patterns in the sea-related economy.     

山东省深部岩溶热储地热地质特征

山东省的深部岩溶热储分布在济阳坳陷区、临清坳陷区的凸起（潜）区和鲁中隆起区、鲁西南潜隆起区、沂沭断裂带,分布面积约4.4万km2,其分布范围与寒武—奥陶纪地层分布基本一致。深部岩溶热储可划分深部裂隙—岩溶热储和深部岩—溶裂隙热储2种类型,具层状及层状兼带状特征。该文在总结前人成果的基础上,对深部岩溶热储的埋藏与分布、水质、地温场特征、深部岩溶发育规律和地热流体形成条件进行了论述,以期能对开发利用这一热储有所帮助。     

影响中国的热带气旋极端事件年代际变化

利用1949—2009年影响中国的热带气旋风雨资料以及登陆信息,研究影响热带气旋极端事件的年代际变化特征。结果表明：热带气旋登陆极端偏早或偏晚事件在1970和2000年代发生较少。热带气旋登陆强度（中心附近最大风力和最低气压）极端事件在2000年代发生频数最高。热带气旋降水影响时间极端事件在1970年代频数最多,大风影响时间极端事件在1980年代频数最多。日降水量和过程降水量的极值站数在1960年代最多,日最大风速极值站数在1980年代最多。     

中国热浪事件的大气扰动结构及其稳定性分析

利用对流层至平流层大气变量的物理分解,本文发现400 hPa上的天气尺度温度扰动正值和250 hPa上的天气尺度高度扰动正值能够指示地面上的高温和热浪事件.理论和观测分析发现,当扰动静止波中心出现在40°N-45°N时,准静止波波长较长,影响范围大,持续时间久,容易在中国形成区域持续性热浪事件.在江南-华南、长江沿江及河套-华北的区域,干热浪事件静止波的稳定时间在6.5天以上.对流层大气天气尺度扰动波动在垂直方向具有倾斜特征,250 hPa高度上,静止波稳定位置比地面热浪区域中心普遍偏北6~12个纬距.在低纬度(副热带高压带南侧),大气中向西北方向移动的天气尺度扰动,只有到达副高脊线以北的西风带后,才能形成静止波.     

A new approach for linking event‐based upland sediment sources to downstream suspended sediment transport

In this study, we proposed a new approach for linking event sediment sources to downstream sediment transport in a watershed in central New York. This approach is based on a new concept of spatial scale, sub‐watershed area (SWA), defined as a sub‐watershed within which all eroded soils are transported out without deposition during a hydrological event. Using (rainfall) event data collected between July and November, 2007 from several SWAs of the studied watershed, we developed an empirical equation that has one independent variable, mean SWA slope. This equation was then used to determine event‐averaged unit soil erosion rate, Q_S/A, (in kg/km²/hr) for all SWAs in the studied watershed and calculate event‐averaged gross erosion E_ea (in kg/hr). The event gross erosion E_t (in kilograms) was subsequently computed as the product of E_ea and the mean event duration, T (in hours) determined using event hydrographs at the outlet of the studied watershed. Next, we developed two linear sediment rating curves (SRCs) for small and big events based on the event data obtained at the watershed outlet. These SRCs, together with T, allowed us to determine event sediment yield SY_e (in kilograms) for all events during the study period. By comparing E_t with SY_e, developing empirical equations (i) between E_t and SY_e and (ii) for event sediment delivery ratio, respectively, we revealed the event dynamic processes connecting sediment sources and downstream sediment transport. During small events, sediment transport in streams was at capacity and dominated by the deposition process, whereas during big events, it was below capacity and controlled by the erosion process. The key of applying this approach to other watersheds is establishing their empirical equations for Q_S/A and appropriately determining their numbers of SWAs. Copyright © 2011 John Wiley & Sons, Ltd.     

A procedure on ground motion selection and scaling for nonlinear response of simple structural systems

This study presents a ground-motion selection and scaling methodology that preserves the basic seismological features of the scaled records with reduced scatter in the nonlinear structural response. The methodology modifies each strong-motion recording with known fundamental seismological parameters using the estimations of ground-motion prediction equations for a given target hazard level. It provides robust estimations on target building response through scaled ground motions and calculates the dispersion about this target. This alternative procedure is not only useful for record scaling and selection but, upon its further refinement, can also be advantageous for the probabilistic methods that assess the engineering demand parameters for a given target hazard level. Case studies that compare the performance of the proposed procedure with some other record selection and scaling methods suggest its usefulness for building performance assessment and loss models. Copyright © 2012 John Wiley & Sons, Ltd.