双轴拉压应力下混凝土的强度和应力应变全曲线的试验研究

应用自制的真三轴拉压刚性试验机，结合高拱坝水工混凝土的受力特点，采用立方体试件进行双轴拉压受力试验。根据试验结果，分析了试件的破坏形态、应力应变全曲线和拉压强度，并给出相应的全曲线方程和强度计算公式。     

氯苯的激光拉曼光谱研究

运用群论方法分析氯苯的振动模式,得到各振动模式的对称性和拉曼活性,结果表明,氯苯分子振动拉曼光谱具有30条频率不同的拉曼谱线.采用激光拉曼光谱学技术获得了氯苯的振动拉曼光谱,分析了氯苯拉曼光谱的特点,并对其中16条谱线进行指认,为有机混合物中氯苯分子的识别提供依据.     

钠离子依赖的中性氨基酸转运蛋白SNAT2-HA融合蛋白的构建及鉴定

钠离子依赖的中性氨基酸转运蛋白SNAT2在哺乳动物组织中广泛表达,具有转运中性氨基酸的功能,在谷氨酸-谷氨酰胺循环、肝脏糖质新生等生物通路中发挥重要作用．为了方便测定SNAT2在细胞膜上的表达和定位,本研究采用PCR扩增和酶切连接将HA标签蛋白与SNAT2的C末端连接,构建了真核生物表达载体pBK-CMVA（1098—1300）-SNAT2-HA表达载体．用脂质体转染法将该表达载体瞬时转染到HEK293T细胞中,通过Westernblot法检测到SNAT2-HA融合蛋白在细胞膜上的正确表达和定位．pBK-CMV△（1098-1300）-SNAT2-HA表达载体的成功构建,为今后对SNAT2的结构和功能的研究提供了有效方法．     

Long-chain alkenones in Hotong Qagan Nur Lake sediments and its paleoclimatic implications

The long-chain alkenones present in the shallow sediment of Hotong Qagan Nur Lake in China are reported. According to the similarity of compositions and distributions of the alkenones determined commonly in the sediment section to those of marine sediment, it is reasonably referred that the alkenones might also originate from Prymnesiophyceae. In addition, the parameter U37k of alkenone is in positive correlation to δ18O values of authigenic calcium and magnesium minerals. This indicates that the parameter U37k of long-chain alkenone is also available to indicate paleoclimate of high-salinity alkaline lake.     

Reverberation nulling and echo enhancement at low frequency using waveguide invariance

Based on the fact that the transfer function vector between a source receiver array and the dominant scatterer of boundary reverberation at a range can be obtained from the corresponding reverberations scattered from this range cell, a reverberation nulling concept using time reversal processing has been proposed. However, current reverberation nulling methods have certain limitations when applied into practice, which would null boundary reverberation and target echo simultaneously. As a solution, a passive reverberation nulling and echo enhancement method at low frequency using waveguide invariance is proposed in this paper. In this method, the reverberation subspace for the target range cell is not obtained directly from the return signals scattered by the target range cell but from the return signals scattered by a range cell located before the target using waveguide invariance, so as to suppress the reverberation embodied in the target echo by passive reverberation nulling. Besides, a range-dependent optimal weighting vector rather than conventional projector matrix is deduced to null the reverberation component meanwhile maximizing the target echo, thereby enhancing the echo-to-reverberation ratio furthest. Numerical simulations in typical range-independent shallow water environment demonstrate the efficacy and the improved performance of the proposed method for echo-to-reverberation enhancement.     

The effects of the guide field on the structures of electron density depletions in collisionless magnetic reconnection

Two-dimensional particle-in-cell simulations are performed to investigate the formation of electron density depletions in collisionless magnetic reconnection.In anti-parallel reconnection,the quadrupole structures of the out-of-plane magnetic field are formed,and four symmetric electron density depletion layers can be found along the separatrices due to the effects of magetic mirror.With the increase of the initial guide field,the symmetry of both the out-of-plane magnetic field and electron density depletion layers is distorted.When the initial guide field is sufficiently large,the electron density depletion layers along the lower left and upper right separatrices disappear.The parallel electric field in guide field reconnection is found to play an important role in forming such structures of the electron density depletion layers.The structures of the out-of-plane magnetic field By and electron depletion layers in anti-parallel and guide field reconnection are found to be related to electron flow or in-plane currents in the separatrix regions.In anti-parallel reconnection,electrons flow towards the X line along the separatrices,and are directed away from the X line along the magnetic field lines just inside the separatrices.In guide field reconnection,electrons can only flow towards the X line along the upper left and lower right separatrices due to the existence of the parallel electric field in these regions.     

聚脲甲醛-生物油微胶囊的研制及性能探究

为研究微胶囊对沥青路面微裂纹的愈合效果,首先利用聚脲甲醛(作为微胶囊壁)和生物油(作为微胶囊心)采用原位聚合法制备微胶囊,采用扫描/透射电子显微镜(SEM/TEM)和热重分析(TGA)探究微胶囊的外观形貌和热稳定性;然后将微胶囊用于制备微胶囊/苯乙烯-丁二烯-苯乙烯(Microcapsule/SBS)复合改性沥青,通过动态剪切流变仪(DSR)和离析试验探究微胶囊的掺加对复合改性沥青路面性能的影响;最后通过延度愈合率试验验证微胶囊的愈合效果,并结合宏微观试验分析其愈合机理。结果表明：微胶囊呈现类球状,且表面较为粗糙,增大了与沥青的接触面积。微胶囊的热稳定性较好,其囊壁可承受沥青混合料生产过程中的高温环境。随着微胶囊的添加,复合改性沥青的低温塑性和耐热性均有所改善。此外,复合改性沥青的储能模量和损失模量也有所提升,即微胶囊的添加提升了SBS改性沥青的黏弹性能,这可能是由于添加的微胶囊与SBS和基质沥青具有很好的相容性,且微胶囊均匀分散在沥青内部并嵌入SBS呈现的网状结构中,这也在离析试验和荧光显微试验中得以证实。当微胶囊的掺量为0.4%时,复合改性沥青的愈合率达到最高。     

海南岛西部近岸海域碎屑锆石U-Pb同位素年代学物源示踪及其地质意义

海南岛西部近岸海域海砂资源丰富、经济价值巨大,对其物质来源却缺乏系统研究。为解决这一科学问题,对海南岛西部近岸海域和昌化江入海口1 471粒碎屑锆石开展了U-Pb同位素年代学和微区元素地球化学研究。海南岛西部近岸海域年龄范围在3.45 Ga~82 Ma,具有99 Ma、241 Ma和252 Ma三个主要年龄峰值,以及113 Ma、155 Ma、325 Ma和357 Ma四个次要年龄峰值;昌化江入海口具有2.3 Ga~96 Ma的年龄范围,存在101 Ma、244 Ma和254 Ma三个主要年龄峰值,以及122 Ma、266 Ma、281 Ma、307 Ma和342 Ma四个次要年龄峰值。研究表明:①海南岛西部近岸海域沉积物以具有~99 Ma的显著年龄峰,并缺乏晋宁期、加里东期和喜山期年龄峰为识别标志,海南岛应是其主要物源区;②海南岛西部近岸海域与昌化江沉积物年龄峰值的差异,指示了海南岛西部近岸海域沉积物并非单纯来源于昌化江输入,也接受了琼西南部河流的物源贡献;③本次新识别出的380~310 Ma年龄群,可作为昌化江流域物源识别标志;④本次碎屑锆石年龄频谱特征与海南岛经历的多次重要地质事件相吻合,有助于了解海南岛复杂的地质演化历史。     

基于RM-K-means的储气库全生命周期风险量化分级评估方法

为保障地下储气库安全运行,发挥储气库在季节调峰和应急供气以及战略储备方面的重要作用,需对储气库密封、地面设施、井筒等风险展开分析,涉及设计、施工、运营全生命周期。传统风险评估方法中,风险矩阵法运用广泛,但存在主观性较强、风险等级界定模糊的问题。因此,本文提出基于RM-kmeans的储气库风险量化分级评估方法,引入复杂网络节点重要度,以某气藏型储气库为例,通过kmeans聚类算法辅助风险矩阵对全生命周期风险进行量化分级评估。结果表明,储气库设计期需重点关注组织管理,施工期需重点关注施工技术方案与人员的专业素质,运营期需重点关注设备完整性与运行工况。较传统风险矩阵法而言,基于RM-kmeans的方法对于高风险的分级能力提升100％,对低风险的分级能力提升62.3％,提高了风险评估的符合性,为风险矩阵提供量化数据支撑,为储气库全生命周期风险管理与事故预防提供辅助支持。     

横向滑坡载荷作用下埋地PE管道的损伤数值模拟

埋地燃气输送管道服役环境复杂,其中滑坡地质灾害严重威胁管道的服役安全。本文以埋地聚乙烯(PE)管道为研究对象,利用ABAQUS有限元软件模拟了横向滑坡载荷作用下的管道损伤行为,探讨了滑坡参数(滑坡体位移量)、管道埋深以及内压对PE管力学性能的影响。研究结果表明:滑坡作用下埋地PE管最大偏移、最大Mises应力和最大主应变均位于管轴向横截对称面上。管道最大Mises应力随滑坡位移量的增大而增大,管底为管道最终屈服点,屈服主要原因为管横截面被压扁变形。管道未屈服时,最大Mises应力随内压的增大呈现先减小后增大的现象,最大主应变随内压的增大而增大。最大Mises应力和最大主应变均随埋深的增大而增大。