地震动强度及频谱特征对场地地震反应分析结果的影响.

通过收集整理235个实际钻孔资料并建立了2820个计算工况,运用一维波动等效线性化地震反应分析方法,基于不同类别场地条件,研究在不同强度、频谱特性的地震动输入形式下,场地条件对地表地震动参数影响,重点考察地表峰值加速度的变化特征及规律,并对计算结果进行了统计回归分析,给出了不同场地类别条件下地表峰值放大倍数的一般经验值.由于我国现行抗震设计规范中,没有考虑地震烈度或地震动强度对设计反应谱的影响,也没有考虑地震动频谱特性对地表峰值的影响,因此,本文的研究成果可为未来修订抗震设计规范提供参考依据.     

新建隧道近距离上穿对既有地铁隧道纵向变形影响分析

新建隧道近距离上穿施工会改变地层既有平衡应力场,引起地层应力释放,导致既有下卧隧道产生纵向隆起变形。提出了在新建隧道卸荷作用下估算既有隧道纵向变形的解析解答,既有隧道简化为搁置于Pasternak地基上的Euler-Bernoulli 梁,采用两阶段分析法分析求解。首先,通过Mindlin弹性力学经典解估算新建隧道开挖卸荷引起在既有隧道位置处的竖向附加分布荷载;其次,建立在竖向附加荷载作用下的隧道纵向变形平衡微分方程,并基于有限差分原理,获得隧道变形数值解答。经与已报道的两个工程实测结果对比发现,理论计算结果与实测数据较为吻合,基本可以反映在新建隧道近距离上穿施工过程中既有隧道的纵向变形规律,从而验证其解析解答正确性。     

中国农户可持续生计研究进展及趋向

开展农户可持续生计研究,对于解决农村贫困问题,促进农村社会经济可持续发展具有重要意义。在查阅大量相关文献的基础上,本文首先阐述了可持续生计的概念,并对国外农户可持续生计研究概况进行了简介;然后从生计资产(资本)研究、生计脆弱性分析、生计策略研究、政策、机构和过程对农户生计影响研究、农户生计与生态环境的相互关系研究等5 个方面对近年来国内农户生计的主要研究进展进行了归纳总结。最后,提出了中国农户可持续生计研究的主要趋向:跨学科综合性、系统性研究,新技术方法的综合与动态研究,农户可持续生计与贫困问题研究,城乡转型期农户可持续生计研究,重点区域的农户可持续生计研究。     

三维激光扫描技术在数字矿山领域的应用

随着数字矿山概念的提出,矿山管理对空间三维信息的需求也显得更加迫切,三维可视化的管理模式已经成为数字矿山的主要内容之一,而目前常规的测量方式所获取的数据很难满足三维数字矿山的需要。三维激光扫描技术具有高分辨率、高采样率以及非接触式测量优势,非常适用于获取矿山的复杂表面和高危区域的空间三维信息。该文结合三维激光扫描的技术优势探讨该技术在数字矿山中的应用和方法,总结了三维激光扫描技术在数字矿山领域的应用方向。     

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闽江河口咸淡水混合过程中营养盐含量的变化特征

为研究闽江水体营养盐等物质的输运作用,于2009年11月(秋季),分3个航段(北支、南支及闽江河口区)同步对闽江下游及其河口区表、底层水的盐度、营养盐、悬浮物含量等进行观测,并在北支流、南支流交汇处的19站(罗星塔附近)进行了一个潮周期的连续观测.调查期间闽江表层水体中无机氮含量变化范围在0.640～3.873 mg/dm3之间,平均值为1.789 mg/dm3;活性磷酸盐含量变化范围在0.011～0.059 mg/dm3之间,平均值为0.027 mg/dm3;可溶性硅酸盐含量变化范围在0.82～7.10 mg/dm3之间,平均值为3.77 mg/dm3;总氮含量变化范围在0.67～3.91 mg/dm3之间,平均值为2.39 mg/dm3;总磷含量变化范围在0.027～0.289 mg/dm3之间,平均值为0.087mg/dm3.水体各营养盐含量的平面分布呈闽江北支流的含量均高于南支流,其高值区受陆源输入的影响集中出现在21～23号站区间.受城市污水影响的北支流水体与南支流水体交汇后,近海河段水体营养盐含量迅速降低.在一个潮周期内,涨潮时,随着外海水占比的提高,营养盐含量呈现随着盐度升高而逐步降低的趋势;在退潮时,陆源冲淡水的作用逐渐加强,营养盐在河口表现为随着盐度降低而逐步增高的趋势.闽江河口水体活性磷酸盐含量与盐度没有显著的相关性,为非保守要素;而无机氮、可溶性硅酸盐和总氮整体表现为保守要素.同时,发现在闽江河口盐楔端浊度最大值的"滤器"滞留区,总氮含量受其富集的影响在底层产生一个高值区.     

Cyclic performance of large‐scale corroded reinforced concrete beams

Nine large‐scale beam specimens were constructed. Of which, one was used as the control, whereas the other eight ones were divided into four sets. Each set had two specimens and was subjected to accelerated corrosion using an imposed current for the same time interval. Following the corrosion, a specimen in each set was tested using cyclic loading to examine the seismic performance, whereas the other one was demolished to examine the extent of corrosion. Cyclic loading results indicated that with an increasing corrosion level, the ultimate drift, ductility, plastic rotation capacity, and energy dissipation of the beams initially increased and later decreased. The failure mode switched from flexural failure, largely owing to buckling of the longitudinal reinforcement to flexural‐shear failure, which is mainly caused by fracturing of the transverse reinforcement. Corrosion increased shear deformation and the spread of plasticity of the plastic hinge region. The residual flexural strength, as estimated by an empirical equation based on the maximum pit depth in the longitudinal reinforcement, closely corresponds to experimental values. Furthermore, the residual shear strength estimated based on the minimum reduced cross‐sectional area of transverse reinforcement correlates better with the experimental observations than that based on the weight loss. Copyright © 2011 John Wiley & Sons, Ltd.     

Risk assessment of secondary geological disasters induced by the Yushu earthquake

The Yushu Ms 7.1 earthquake occurred on April 14,2010 in Qinghai Province,China.It induced a mass of secondary geological disasters,such as collapses,landslides,and debris flows.Risk assessment maps are important for geological disaster prevention and mitigation,and also can serve as a guide for post-earthquake reconstruction.Firstly,a hazard assessment index system of secondary geological disasters in the earthquake region was built in this paper,which was based on detailed analysis of environmental and triggering factors closely related to geological disasters in the study area.GIS technology was utilized to extract and analyze the assessment index.Hazard assessment maps of secondary geological disasters were obtained by spatial modeling and overlaying analysis.Secondly,an analysis of the vulnerability of hazard bearing bodies in the area was conducted,important information,such as, population density,percentage of arable land, industrial and agricultural outputs per unit area were regarded as assessment indices to evaluate socioeconomic vulnerability.Thirdly,the risk level of secondary geological disasters of the area was obtained by the formula:Risk=Hazard×Vulnerability. Risk assessment maps were categorized into four levels,including"low","moderate","high"and"very high".These results show that some urban areas are at very high risk,including Jiegu,Chengwen,Xiaxiula and Sahuteng towns.This research can provide some references and suggestions to improve decisionmaking support for emergency relief and post- earthquake reconstruction in the study area.