分布埋入式光纤与隧道衬砌耦合性能试验及应用     

侯公羽  谢冰冰  韩育琛  胡涛  李子祥  杨兴昆  周天赐  肖海林 《岩土力学》2020,41(2):714-726

为探究埋入式光纤与隧道衬砌的耦合性能，分别从理论与试验两个方面进行研究，并在实际工程中进行了验证。构建了光纤、中间体和基体结构力学分析模型，进行光纤应变传递机制理论分析，计算了光纤应变传递效率；使用钢筋混凝土梁模拟隧道衬砌，进行了2组不同加载速率的试验。其中，在同一根梁内（同一工况）设计6种光纤的布设方式，以位移控制的方式在梁跨中部位进行单点多级加载，使用BOFDA（布里渊散射光频域分析）技术分别对6条光纤进行监测。试验结果表明：6条光纤均可以有效监测梁从开始加载至钢筋开始屈服阶段，光纤与梁耦合性最好；钢筋开始屈服直至梁破坏阶段，光纤应变不再增加甚至减小或呈现出光纤断裂的状态，此过程光纤与梁耦合性较差；除开槽埋入式光纤的有效监测应变差为3 000×10?6外，其余布设方式光纤有效监测应变差为2 000×10?6；光纤在长距离（>>146 mm）埋入式布设情况下可认为其应变传递效率接近100%，2组不同试验结果呈现相似规律。在北京市新机场线地铁暗挖隧道CRD工法区间进行了工程应用研究，监测结果表明分布埋入式光纤布设工艺是可行的，可为分布式光纤技术在地下工程结构监测中的应用提供有价值的参考。  相似文献   

少筋混凝土重力式桥墩抗震研究现状          下载免费PDF全文

鲁锦华  陈兴冲  丁明波  张熙胤 《世界地震工程》2020,(1):125-136

我国铁路桥梁普遍采用少筋混凝土重力式桥墩（配筋率<0.5%），现有普通钢筋混凝土结构的延性抗震理论不适用于该类型桥墩。为了促进我国铁路重力式桥墩抗震理论的发展，详细论述了我国少筋混凝土重力式桥墩的研究现状和存在问题。首先，对少筋混凝土重力式桥墩的破坏特征及破坏机理进行了总结；其次，分析了各参数对少筋混凝土重力式桥墩抗震性能的影响；再次，对目前少筋混凝土重力式桥墩的抗震设计方法进行了汇总与分析；最后，对少筋混凝土重力式桥墩的数值分析模型进行了归纳与分析。通过对现有研究的汇总发现:目前对少筋混凝土重力式桥墩的试验研究主要以拟静力方法为主，还缺少振动台试验研究其动力状态下的破坏机理及抗震性能；少筋混凝土重力式桥墩的破坏机理及其与各影响因素之间的定量关系还不明确；已提出的少筋混凝土重力式桥墩的抗震设计方法存在塑性铰区计算不合理等问题，还需要进一步的完善。为少筋混凝土重力式桥墩抗震研究提供了方向。  相似文献   

东海盆地中、新生代盆架结构与构造演化   总被引：6，自引：0，他引：6  

刘金水  许怀智  蒋一鸣  王军  何新建 《地质学报》2020,94(3):675-691

基于地貌、钻井、岩石测年和地震等资料,分析盆地地层分布、盆架结构、构造单元划分和裂陷迁移规律,结果表明东海盆地由台北坳陷、舟山隆起、浙东坳陷、钓鱼岛隆褶带和冲绳坳陷构成,是以新生代沉积为主、中生代沉积为辅的大型中、新生代叠合含油气盆地;古元古代变质岩系构成了盆地的基底。该盆地不仅是印度-太平洋前后相继的动力体系作用下形成的西太平洋沟-弧-盆构造体系域一部分,而且也是古亚洲洋动力体系作用下形成的古亚洲洋构造域和特提斯洋动力体系作用下形成的特提斯洋构造域一部分,晚侏罗世至早白垩世经历了构造体制转换,盆地格局发生重大变革,早白垩世以前主要受古亚洲-特提斯洋构造体制影响的强烈挤压造山和地壳增厚作用演变为早白垩世以来主要受太平洋构造体制控制的陆缘伸展裂陷和岩石圈减薄作用,经历侏罗纪古亚洲-特提斯构造体制大陆边缘拗陷和白垩纪以来太平洋构造体制弧后裂陷两大演化阶段。白垩纪以来太平洋构造体制的弧后裂陷演化阶段可细分为早白垩世至始新世裂陷期、渐新世至晚中新世拗陷期和中新世末至全新世裂陷期。  相似文献   

桥梁沉井基础抗震性能研究现状及展望          下载免费PDF全文

王义  陈兴冲  张熙胤  张永亮  刘正楠 《世界地震工程》2020,(1):044-55

随着国内外大跨桥梁特别是跨海桥梁建设的迅速发展，沉井基础在桥梁基础中所占的比例越来越大。虽然沉井基础作为1种刚性基础具有良好的力学性能，然而震害实践表明沉井基础在地震作用下也并非万无一失。通过分析国内外典型桥梁沉井基础的震害特征发现，沉井基础的地震破坏与桩基础有显著差异，且与埋置深度有直接关系；研究表明:地震作用下沉井基础的破坏机理及地基承载力与静力作用下明显不同，但目前在该方面的研究还较为欠缺；总结和对比了现有几种沉井基础-土相互作用研究方法，并分析了几种研究方法的优缺点和适用场合；同时也归纳和对比了各国抗震规范对桥梁沉井基础的基本规定、适用范围、计算方法和构造规定等方面的内容。最后结合现有的研究现状对沉井基础抗震性能研究的发展方向进行了展望，此外，随着我国跨海、跨江及跨库区大跨桥梁建设的发展，地震力和波浪力等多灾害因素共同作用下深水沉井基础桥梁破坏机理及设计方法的研究势在必行。  相似文献   

Normal fault growth influenced by basement fabrics: The importance of preferential nucleation from pre‐existing structures     

Luca Collanega  Katherine Siuda  Christopher A.‐L. Jackson  Rebecca E. Bell  Alexander J. Coleman  Antje Lenhart  Craig Magee  Anna Breda 《Basin Research》2019,31(4):659-687

Reactivation of pre‐existing intra‐basement structures can influence the evolution of rift basins, yet the detailed kinematic relationship between these structures and overlying rift‐related faults remains poorly understood. Understanding the kinematic as well as geometric relationship between intra‐basement structures and rift‐related fault networks is important, with the extension direction in many rifted provinces typically thought to lie normal to fault strike. We here investigate this problem using a borehole‐constrained, 3D seismic reflection dataset from the Taranaki Basin, offshore New Zealand. Excellent imaging of intra‐basement structures and a relatively weakly deformed, stratigraphically simple sedimentary cover allow us to: (a) identify a range of interaction styles between intra‐basement structures and overlying, Plio‐Pleistocene rift‐related normal faults; and (b) examine the cover fault kinematics associated with each interaction style. Some of the normal faults parallel and are physically connected to intra‐basement reflections, which are interpreted as mylonitic reverse faults formed during Mesozoic subduction and basement terrane accretion. These geometric relationships indicate pre‐existing intra‐basement structures locally controlled the position and attitude of Plio‐Pleistocene rift‐related normal faults. However, through detailed 3D kinematic analysis of selected normal faults, we show that: (a) normal faults only nucleated above intra‐basement structures that experienced late Miocene compressional reactivation, (b) despite playing an important role during subsequent rifting, intra‐basement structures have not been significantly extensionally reactivated, and (c) preferential nucleation and propagation of normal faults within late Miocene reverse faults and folds appears to be the key genetic relationship between contractionally reactivated intra‐basement structures and rift‐related normal faults. Our analysis shows that km‐scale, intra‐basement structures can control the nucleation and development of newly formed, rift‐related normal faults, most likely due to a local perturbation of the regional stress field. Because of this, simply inverting fault strike for causal extension direction may be incorrect, especially in provinces where pre‐existing, intra‐basement structures occur. We also show that a detailed kinematic analysis is key to deciphering the temporal as well as simply the spatial or geometric relationship between structures developed at multiple structural levels.  相似文献   

水平低周往复位移下单桩-土相互作用试验研究     

黄福云  陈汉伦  董锐  单玉麟 《岩土力学》2020,41(5):1625-1634

整体式桥台无伸缩缝桥梁（以下简称整体桥）桩基应设计为柔性桩，以保证较好的抗水平变形能力。但是，我国相关规范中判别柔性桩的算法主要应用于单向水平受荷桩，可否沿用至整体桥桩基还有待验证。为此，根据一种特殊设计的桩身变形测量方法，对3根埋深不同的混凝土模型桩进行了低周水平往复位移下的拟静力试验，研究单桩-土体系的抗震性能和相互作用机制。研究表明，水平往复位移下混凝土桩在埋深为3D～6D（D为桩径）范围内开裂；桩的埋深越大，桩身挠曲程度越大、变形特征点位置也越深、桩-土体系的抗弯刚度也越大、水平极限承载力也越高、抗震性能也越强。研究还表明，桩-土体系进入弹塑性阶段后，柔性桩的水平工作性状将逐渐向刚性桩退化。另外，在判别整体桥桩基的水平工作性状时，我国相关规范中的规定偏不安全。实际工程中，建议以Broms方法进行参考计算。  相似文献   

多层构造油藏纵向细分计算单元对储量参数及结果的影响     

颜冠山  刘宗宾  宋洪亮  韩雪芳  王欣然 《地质与资源》2020,29(4):342-350

为满足油田中后期精细开发及后续调整挖潜的需要，亟需进行更精细的储量研究，其中最重要的一环就是纵向细分计算单元.对于多层构造油藏，纵向细分主要根据油层组内隔夹层分布特征、小层物性特征，细分到以小层或者分布特征和物性相近且纵向上连续分布的小层组合为计算单元.根据纵向细分计算单元前后储量参数选值的理论推导，结合储层的沉积展布特征，认为含油面积范围内无储层尖灭时，仅平面油层厚度差异较大的油藏平均有效厚度变小.含油面积范围内储层尖灭时，正常三角洲沉积储层的油藏各参数一般都变小；而辫状河三角洲沉积储层的油藏一般平均有效厚度变小，平均有效孔隙度和平均含油饱和度变大.这一结论可以有效指导储量评估过程中纵向细分计算单元方案划分，为同类油田的精细储量研究提供技术支撑.  相似文献   

张家口蔚县农村房屋抗震性能调查及统计分析     

马旭东  牛露  刘晓丹  刘龙  茅远哲  关恒瑜  刘贾贾  刘志辉 《震灾防御技术》2019,14(4):829-837

为进一步了解蔚县地区农村房屋的抗震性能，在该地区选取43个村庄、7732栋房屋进行实地调查和统计分析。主要调查房屋结构、建筑材料、房屋抗震构造措施等内容，分析各结构类型房屋抗震薄弱环节及房屋抗震性能，并统计分析经济、交通、地形等因素与房屋结构类型及抗震性能的关系，提出提高该地区农村房屋抗震性能的建议。  相似文献   

The evolution of brittle and ductile structures at the surface of a partly debris-covered,rapidly thinning and slowly moving glacier in 1998–2012 (Pasterze Glacier,Austria)     

Andreas Kellerer-Pirklbauer  Bernd Kulmer 《地球表面变化过程与地形》2019,44(5):1034-1049

Many glaciers in alpine regions are currently rapidly receding and thinning at historically unobserved rates causing changes in the velocity field and in normal and shear stresses affecting the surface expression of structures within the ice. We studied the distribution of brittle and ductile structures at the surface of Pasterze Glacier during a 14-year period by analysing orthophotos and digital elevation models of five stages (1998, 2003, 2006, 2009 and 2012). A structural glaciological mapping key was applied. Normal faults, strike-slip faults, en échelon structures (systematic stepping of fractures), thrust faults, and band ogives were distinguished. Results indicate substantial deceleration and glacier thinning in 1998–2012. Glacier thinning was not homogenous over time related to the uneven distribution of supraglacial debris causing differential ablation or the selective ablation effects of subglacial water channels. Peculiar supraglacial features observed are circular collapse structures with concentric crevasses which form when the ice between the surface and the roof of water channels decreases. The total length of brittle structures increased from 38.4 km to 56.9 km whereas the extent of the glacier tongue decreased by 25%. The fracture density doubled from 0.009 to 0.018 m/m². Areas of the glacier tongue which were up to 100 m away from the nearest brittle structure increased by 16%. The visual appearance of thrust faults shifted upglacier due to decreasing glacier velocity causing horizontal shortening or due to exhumation of faults that did not previously extend to the surface. A large number of brittle structures are progressively independent from glacier motion. Our study suggests that glacier tongues which are in a state of rapid decay and thinning are prone to fracturing due to normal fault formation and glacier disintegration. Water further increases ablation rates substantially if rather large amounts drain through supra-, en- or subglacial water channels. © 2018 The Authors. Earth Surface Processes and Landforms published by John Wiley & Sons Ltd.  相似文献   

珠江三角洲海相沉积软土压缩和剪切变形特性试验研究   总被引：3，自引：0，他引：3       下载免费PDF全文

张岩  耿济世  毛磊  刘芙荣 《地震工程学报》2018,40(4):745-751

为了研究近代海相沉积软土的变形特征,本文对珠江三角洲河口地区的全新世海相沉积的软土进行了室内单轴压缩与不同围压下作用下的三轴固结不排水(CU)、不固结不排水(UU)的剪切试验。试验结果表明:原状土和重塑土样的孔隙比随压力的增大而下降,且与加压方式有密切关系,加压幅度越小,土的扰动破坏越小;原状土样固结系数随着压力增加而递减,整体近似符合指数函数分布,重塑土样固结系数随着压力增加逐渐增大,整体近似符合线性函数分布。在相同的固结压力下,原状土样的强度低于重塑土样的强度。土样的应力应变曲线为应变硬化型,且围压对重塑土的影响小于原状土。  相似文献