铁路客运专线路基面沉降特征与工程意义

路基面沉降是铁路客运专线变形观测和沉降评估的基本内容,但由于对路基面沉降的物理含义及其工程意义认识不足,其观测成果的运用存在一些谬误之处。结合武广客运专线大量实测数据,简要地分析了路基面沉降特征及表征意义,探讨观测成果的合理应用方法。分析表明：路基面沉降观测数据可用于考察路基沉降的稳定性、后期发展趋势和曲线回归的相关系数是否满足要求,但无法直接用之进行工后沉降检算。建议了联合路基面沉降观测数据和地基沉降观测数据推算工后沉降的方法。     

湿陷性黄土地区客运专线路基沉降观测分析

郑西客运专线是我国第一条黄土地区时速300～350 km/h铺设无砟轨道的高速铁路,路基沉降控制是保证高速铁路运营安全的重要因素。通过郑西客运专线现场沉降观测资料的分析发现,黄土地基在较小沉降控制要求的情况下具有完成时间较短、沉降趋势符合双曲线分析法、埋设于路基中部的沉降板比埋设于路肩的观测桩沉降曲线拟合性好、路堑地段也有较小的沉降发生等特点,这些结果对进行高速铁路客运专线路基沉降观测设计很有借鉴价值。     

秦岭太白山新生代隆升冷却历史的磷灰石裂变径迹分析

伸展正断层下盘的冷却历史记录了主要伸展变形的时间及幅度.太白山位于秦岭北缘,作为伸展正断层的下盘,其新生代伸展隆升冷却历史有助于我们更好地理解渭河盆地的伸展变形时间及其幅度.本文利用磷灰石裂变径迹分析方法对太白山的冷却历史进行了研究.来自太白山总计17个样品的磷灰石裂变径迹数据及热历史模拟揭示出山体经历了始于约48 Ma的小幅度快速抬升冷却阶段,和始于约9.6 Ma的大幅度快速抬升冷却阶段;分别对应平行于秦岭北缘山脉的两阶段伸展变形.始于约48 Ma的伸展变形可能是印度板块与欧亚板块碰撞作用在大陆内部的远场响应,而始于约9.6 Ma的快速伸展变形可能与青藏高原在该时期快速隆升和对外扩展有关.     

AN EFFECTIVE APPROACH TO SHORT-AND MEDIUM-RANGE PREDICTION OF TRACK AND INTENSITY OF TROPICAL CYCLONES

An objective prediction approach to the 6 h-144 h track and intensity of tropical cyclones over the northwestern Pacific is proposed. On the basis of both analog deviation technique and completed historical sample curve library, the track or intensity prediction for each forecast period are determined respectively through the optimum weighted superposition of displacement or intensity change of the cases, with different number and weighted coefficient corresponding to minimal analog deviation, from different tropical cyclone or different stage of the same cyclone. so that the prediction results for both forecast period and entire process are optimal. The verification suggests that the approach exhibits better forecast performance than other previous forecast methods by having remarkable decreasing forecast errors in short-and medium-range forecast of both track and intensity,and that the approach can also be used to predict effectively the decay process of tropical cyclone and is able to predict anomalous track and tropical depression.     

裂变径迹法在研究造山带隆升过程中的应用介绍

介绍了４种类型的造山带隆升－冷却模式,不同模式对应不同的磷灰石裂变径年龄－－高程图特征;了不同构造造背景下的热历史特征一裂变径迹年龄序列。裂变径变宅遮挡同统计分布型式对应于不同的热历史,具有不同的年代学意义。     

非开挖导向钻进铺管技术应用研究

非开挖铺管技术是利用岩土钻凿技术手段,在地面不开挖的情况下,准确而快捷地穿越公路、铁路、建筑物、河流等地段铺设和更换地下管线的一项高新技术。结合实际工程,对非开挖导向钻进铺管的关键技术进行重点论述,并对这项新技术提出了多项改进方案：①研制新钻头;②研制柔性钻杆保护装置;③研制全自动导向钻进测控仪     

一种基于深度学习的热带气旋路径集成预报方法

本文提出了一种基于深度学习的热带气旋(tropical cyclone,TC)路径集成预报方法.该方法以长短期记忆深度网络为模型构架,利用前4个时刻(24 h,间隔6 h)及当前时刻的TC路径记录,以及由不同环境因素所计算的方向预报因子作为输入,分别直接预报和间接(通过预报移动速度)预报路径,集成两者预报结果实现时效为...     

The uplifting process of the Bogda Mountain during the Cenozoic and its tectonic implication

The Tianshan Mountains have undergone its initial orogeny, extension adjusting and re-orogeny since the Late Paleozoic. The re-orogeny and uplifting process of the orogeny in the Mesozoic and Cenozoic are two of most important events in the geological evolution of Euro-Asian continent, which resulted in the formation of the present range-and-basin pattern in topography of the Tianshan Mountains and its adjacent areas. Thermochronology results by the method of fission-track dating of apatite suggest three obvious uplifting stages of the Bogad Mountain Chain re-orogeny during the Cenozoic, i.e. 5.6-19 Ma, 20-30 Ma, and 42-47 Ma. The strongest uplifting stage of the mountain is the second one at 20 -30 Ma, when the mountain uplifted as a whole, and the beginning of re-orogeny was no less than 65 Ma. Furthermore, our studies also show that the uplifting types of the mountain are variable in the dif-ferent time periods, including uplifting of mountain as a whole and differential uplifting. The apparently diversified uplifting processes of the mountain chain are characterized by the migration (or transfor-mation) of the uplifting direction of the mountain from west to east and from north to south, and the main process of mountain extending is from north to south.     

高速移动载荷作用下板式轨道-软岩路基系统的动力特性分析

运用D’Alembert原理和能量弱变分,建立了板式轨道-软岩路基系统半空间垂向耦合的动力计算模型,研究了高速铁路板式轨道-软岩路基系统的动态响应特征,获得了基床面上和软岩路堤面上各种动态响应值,将其作为确定基床厚度和基床表层厚度的前提依据,以指导无碴轨道路基结构的设计与施工。通过室内试验,对软岩及软岩填料的一般路用性能进行了研究,用其来判断软岩能否作为高速铁路无碴轨道基床以下部分填料的必要条件。     

Dynamic response of high-speed ballasted railway tracks: 3D periodic model and in situ measurements

A three-dimensional (3D) model for the soil–railway track system is proposed. It is based on a geometrical periodic hypothesis. The dynamic soil–structure interaction is taken into account. This representation is used for the case of a ballasted railway track subjected to high-speed moving loads and a new formulation of dynamic responses of the system is proposed. Moreover, recent in situ measurements performed in a high-speed line of the North of France are presented. Lateral and vertical accelerations in several locations of the railway track have been measured and the periodic model is confronted with these records.