Test and analysis of reinforced concrete (RC) precast shear wall assembled using steel shear key (SSK)     

Shao-Dong Shen  Peng Pan  Qi-Song Miao  Wen-Feng Li  Run-Hua Gong 《地震工程与结构动力学》2019,48(14):1595-1612

Reinforced concrete (RC) precast shear walls are extensively applied in practical engineering, owing to their fast construction speed. However, because of the transport conditions, RC precast shear walls have to be separated into small wall segments during the factory prefabrication procedure before being assembled on site. Typically, wet-type jointing methods are adopted to link the segments, which is time-consuming and results in unreliable post-pouring area strength. To overcome this problem, the novel scheme of the steel shear key (SSK) featuring steel shear panels and combined fillet and plug welding is proposed. Three RC precast shear wall specimens with different linking strength, termed as weakened SSK wall, standard SSK wall, and strengthened SSK wall, respectively, and an integrated shear wall specimen were designed. Quasi-static cyclic loading was applied to investigate the specimens' dynamic properties. The test results suggest the prefabricated wall segments equipped with SSKs showed reliable stiffness and bearing capacity and were improved in energy dissipation ability, compared with conventional shear walls. As the shear stiffness and number of equipped SSKs increased, the specimens exhibited higher strength, but their ductility and energy dissipation were slightly decreased. Most importantly, the standard SSK wall specimen could achieve satisfactory bearing capacity and deformability and is thus recommended for precast building structures. Finite element method (FEM) models were established to validate the test results, and parametric study analysis was conducted based on the coupling ratio of the SSK walls. Finally, an appropriate coupling ratio range is recommended for practical engineering applications.  相似文献   

考虑支座滑移及挡块破坏的中小跨径梁桥地震易损性研究     

宋帅  王帅  吴刚 《震灾防御技术》2019,14(4):781-789

从板式橡胶支座及混凝土挡块抗震设计角度,以一座典型的3跨预应力混凝土连续梁桥为例,结合概率地震需求分析及桥墩、支座等抗震关键构件极限破坏状态,建立不同支座及挡块分析模型的中小跨径梁桥地震易损性曲线,研究考虑支座滑移效应及挡块破坏的中小跨径梁桥的易损性特征。研究结果表明:不考虑橡胶支座的滑移效应及混凝土挡块破坏,桥墩地震破坏概率明显增大,且会低估支座破坏概率;桥梁系统易损性受支座破坏状态的影响显著,需设置合理的限位装置;在中小跨径梁桥地震易损性分析中,考虑支座的滑移效应及混凝土挡块的破坏十分必要。  相似文献   

基于“功能节点—关键廊道”的城市生态安全格局构建——以深圳市为例     

吴健生  马洪坤  彭建 《地理科学进展》2018,37(12):1663-1671

城市生态安全格局构建是综合协调生态保护与经济发展的重要举措,对于合理配置有限的生态资源并最大限度发挥其生态作用具有重要意义。本文以深圳市为例,在生态功能节点识别的基础上,结合景观的生态系统服务价值,根据耗费距离模型,生成生态功能耗费表面,并进行最短路径网络分析,在此基础上提取核心斑块、关键生态廊道。结果表明：各景观类型的生态阻力值,林地阻力最小,且远小于其他景观类型生态阻力值;生态功能耗费梯度表面的分布呈现围绕生态功能节点向周围辐散递减的趋势,东部地区较西部西南部建成区低;核心斑块的大小和形状均存在不同程度的差异,较大的斑块集中分布在东部地区,且对应的节点级别较高;所识别的关键廊道共有4条,空间位置大体上落在基本生态控制线内,羊台山向塘朗山的廊道外缘与基本生态控制线存在冲突,需要对该区域加以管控。建议一方面适时调整生态控制线范围并将冲突部分纳入生态控制线之内,另一方面对该地区进行必要的监管和保护,防止受到进一步破坏。  相似文献   

深部开采底板隔水关键层受局部高承压水作用破坏理论分析     

马凯  尹立明  陈军涛  陈明  王自起  崔博强 《岩土力学》2018,39(9):3213-3222

大量实测地质资料与防治水实践证实,深部煤层开采底板含水层存在大量的局部高承压水区域,在强开采扰动下极易诱发底板突水灾害。基于“下三带”、“关键层”理论,将局部高承压水与底板隔水关键层简化为圆筒力学模型,分析研究隔水关键层在局部高承压水作用下的屈服破坏机制,得到了隔水关键层发生屈服的4个临界水压值公式;对各临界水压值进行区间划分,分析不同区间隔水关键层的屈服状态,确定了局部高承压水致使隔水关键层屈服破坏两个阶段的水压判据平衡方程,得出了奥陶系顶部岩层作为隔水关键层剩余隔水能力的计算表达式,并反演得到了开采深度上限、下限公式。结合九龙矿深部开采实际,对所建力学模型进行了验证与应用,进而提出了防止局部高承压水致灾的相关措施,对实现深部煤层安全带压开采具有重要的理论指导意义。  相似文献   

厦门花岗岩残积土物理力学指标关联性定量表征初探     

郭林坪  孔令伟  徐超  杨爱武 《岩土力学》2018,39(Z1):175-180

厦门地区花岗岩残积土的颗分试验表明其粒度呈“两头多,中间少”的特征,级配较独特。孔隙比等物性指标与压缩模量等设计中常用指标定量关联性不强,离散性大且没有明显规律。结合厦门地铁工程地质勘察资料,通过粒间状态参量、级配控制模式确定所研究土体的关键物理状态参量,分析该参量与岩土工程设计中常用指标之间的相关关系。结果表明,引入Thevanayagam提出的粒间孔隙比作为参变量,压缩模量随粒间孔隙比的增大而减小,建立了估计残积砾质黏性土、残积砂质黏性土压缩模量的经验公式。级配控制模式下的特征粒径比可以作为估计花岗岩残积土抗剪强度指标的关键参变量,黏聚力随特征粒径比的增大而增大,内摩擦角随特征粒径比的增大而减小,且线性相关性较好。文中建立的预测花岗岩残积土压缩模量、抗剪强度指标经验公式,可供厦门地区工程设计时参考。  相似文献   

King Canute muses in the South Seas: Why aren’t Pacific Islands transitioning to low carbon sea transport futures?     

《Marine Policy》2017

Transition to low carbon sea transport is a logical response to the extreme dependency of the Pacific Islands region on imported fossil fuel, its significant vulnerability to the effects of climate change and the critical shipping needs of Pacific Island countries (PICs). Building on previous work in low carbon sea transport in the Pacific, this paper further considers the barriers to achieving such transition by assessing, through a ‘post-Paris Agreement’ lens, the Intended Nationally Determined Contributions (INDCs) submitted by PICs and contrasting these to the near total lack of investment and planning for low carbon transition in the transport sector with the parallel occurrence in the electricity sector where ~USD 2 billion of donor investment is deployed or queued despite electricity using only ~20% of fossil fuel across the region. Consistent with recent international studies, inadequate and inappropriate financing and policy have been identified as dominant transition barriers for low carbon sea transport development in PICs. This paper further examines the regional level barriers to policy development, and finds them inhibited by the silo nature of the major regional actors. The implications that the Paris Agreement has for climate financing to support the essential research and capacity development needed to underpin a successful low carbon sea transport transition strategy at any useful scale and speed are also considered in this paper.  相似文献   

Overview of Ecological Restoration Technologies and Evaluation Systems     

ZHEN Lin  YAN Huimin  HU Yunfeng  XUE Zhichao  XIAO Yu  XIE Gaodi  MA Jianxia  WANG Jijun 《资源与生态学报(英文版)》2017,8(4):315-324

Ecological degradation is a global problem, and ecological restoration technologies have played and will continue to play an important role in its mitigation. However, the lack of systematic research and evaluations of ecological technologies has thus far affected their effective application in vulnerable ecological regions. This study therefore provides an overview of the main technologies for remediating soil and water erosion, desertification, and rock desertification in China and throughout the world. It addresses key issues and recommends approaches for evaluating ecological restoration technologies. Restoration technology emerged as early as 1800. Over the years such technology has changed from single objective applications to multi-purpose, multi-objective applications employing strategies that take into account ecosystem rehabilitation and integrated ecological and socioeconomic development. Along with this technological evolution, different countries have taken pertinent actions as part of their restoration initiatives. However, key issues remain, including the lack of location-specific restoration technologies and a methodological strategy to assess and prioritize existing technologies. This study proposes a four-level analytical hierarchical framework in conjunction with an indicator system that highlights the establishment and adaptation of associative indicators, while also recommending a three-phase evaluation method (TheMert), targeting TheMert to qualitative (quick and extensive) and quantitative (detailed) evaluations in order to select the most appropriate restoration technologies available. This study can also be used as a basis for understanding the evaluation and prioritization of restoration technologies, while increasing the awareness of decision makers and the public on the role of technology in restoring degraded ecosystems.  相似文献   

四川盆地理论CO_2地质利用与封存潜力评估     

刁玉杰  朱国维  金晓琳  张超  李旭峰 《地质通报》2017,36(6):1088-1095

结合CO_2地质利用与封存技术机理,在国际权威潜力评估公式的基础上,系统地提出了适合中国地质背景的次盆地尺度CO_2封存潜力评估方法及关键参数取值。同时,以四川盆地为例,依次开展了枯竭油田地质封存与CO_2强化石油开采、枯竭气田与CO_2强化采气、不可采煤层地质封存与CO_2驱替煤层气,以及咸水层地质封存技术的CO_2地质封存潜力。结果表明,四川盆地利用深部咸水层与枯竭天然气田CO_2地质封存潜力最大,期望值分别达154.20×10~8t和53.73×10~8t。其中,枯竭天然气田因成藏条件好、勘探程度高、基础建设完善,为四川盆地及其周边利用枯竭气田CO_2地质封存技术实现低碳减排提供了早期示范机会。CO_2地质利用与封存潜力评估方法,对进一步开展全国次盆地尺度理论封存潜力评估与工程规划具有重要意义。  相似文献   

丝绸之路经济带资源、环境和经济格局与可持续发展模式（英文）     

董锁成  李泽红  李宇  石广义  于会录  王卷乐  李俊  毛琦梁  黄永斌 《资源与生态学报(英文版)》2015,6(2):65-72

本文分析了丝绸之路经济带的资源、环境和经济格局,认为该格局有利于丝绸之路经济带沿线国家之间开展多领域、多层次的经济合作;在此基础上,论文提出了丝绸之路经济带主要经济合作模式和可持续发展道路,包括生态文明模式,区域经济一体化模式,交通经济带模式,国际旅游带合作模式;最后,论文总结了丝绸之路经济带实现可持续发展需要解决的关键科学问题,并提出了几个优先行动计划:建立丝绸之路经济带国际科学家联盟和思想库,建立丝绸之路经济带生态环境与可持续发展国际信息共享中心和科学决策支持系统,启动丝绸之路跨国科技交流合作与人才计划,建立丝绸之路经济带可持续发展国际合作委员会,建立应对气候变化和生态环境跨国共建、合作共赢机制。  相似文献   

南洞流域东部重点区石漠化现状及治理对策   总被引：8，自引：6，他引：2  

覃星铭  蒋忠诚  何丙辉  劳文科  李衍青  赵一  蓝芙宁 《中国岩溶》2014,33(4):456-463

为了探讨南洞流域东部重点区石漠化现状及其治理对策,通过遥感数据分析结果并结合地面实地调查验证,对云南南洞流域东部重点区石漠化分布特征、成因、危害及其区域林地生态环境质量状况进行了分析。结果表明,南洞流域东部重点区石漠化面积占岩溶区面积的17.2%,集中分布于大庄盆地西北部,以轻度石漠化为主,轻度、中度、重度石漠化的面积比例约为7∶3∶1,石漠化与水土流失问题突出,岩溶区林地生态环境质量等级以三级、四级为主,占区域总面积的53.77%,整体水平较低,且明显低于区内的非岩溶地区林地。粗放型畜牧和农耕方式是导致区内石漠化形成和加剧的最重要因素。提出休垦弃焚、恢复次生植被、合理开发利用土地资源、优化农林畜牧产业结构,实施林草建设工程、草食畜牧业工程、水利水保设施工程,建立保障制度和监督机制,开展全面的石漠化综合治理对策,以确保区域生态恢复、农林畜牧经济健康发展及南洞地下河流域生态安全和水资源开发利用。   相似文献