Research on the CTCS-4 Train Control System Based on Track Circuit Information FusionEI北大核心

Research purposes: CTCS-3 train control system is adopted in Chinese high-speed railway with speed of 300 km/h or higher. It is based on track circuit to check train occupancy and adopt quasi-moving block. In recent years, rapid development of national economy has put forward higher requirements for the capacity of high-speed railway. As a higher level train control system, CTCS-4 train control system can realize virtual block or moving block, and further shorten headway, but it is still in the stage of theoretical research. So this paper aims to analyze the characteristics of high-speed railway, and to propose a scheme for the implementation of CTCS-4 train control system based on track circuit fusion. Research conclusions:(1)When the wireless communication between vehicle and ground is interrupted, transport efficiency of CTCS-4 train control system can not meet the transport demand of high-speed railway.(2)CTCS-4 train control system should have the CTCS-2 backup function, which can make non-communication trains run normally and ensure the transport efficiency.(3)CTCS-4 train control system should integrate track circuit information, which can make RBC obtain position information of non-communication trains, improve the availability of the system and avoid complicated operational rules.(4)Due to complexity of high-speed railway and change of existing equipment, virtual block can be used in early stage of CTCS-4 train control system.(5)The research results can provide some references for CTCS-4 train control system in high-speed railway. © 2018, Editorial Department of Journal of Railway Engineering Society. All right reserved.     

A New Technique of High-performance and Fast Tensioning Prestressed Anchorage CableEI北大核心

Research purposes: The large-span transition section tunnel of the Badaling Great Wall station on the Beijing-Zhangjiakou high-speed railway with the maximum excavation width of 32.7 m, and the largest excavation area of 494.4 m 2 , is the world's biggest traffic tunnel in the world with the largest excavation width and excavation area, which has difficult construction and high security risks. The initial support system of tunnel is mainly realized by prestressed bolt, prestressed cable and shotcrete. After test, anchor cable tension using the traditional anchor cable construction technology can't meet the design requirements, at the same time, it takes about 30 days to achieve prestressed tensioning. Therefore, we need to study the high-performance fast tensioning prestressed anchor cable technology, to effectively control surrounding rock deformation, to ensure the safety of construction, improve construction efficiency. Research conclusions:(1) The traditional anchor cable construction technology is adopted. The anchor cable tension value is mainly controlled by the grip force between the anchor rope and grouting body and the cohesive force between grouting body and surrounding rock. (2) The grip force between the anchor rope and the grouting body can be increased by about 2 times by increasing the "barb"; The cohesive force between the grouting body and the surrounding rock can be increased by 1.5 times by 6 ~ 7 MPa high-pressure grouting process. (3) The modified sulphoaluminate cement slurry can reach more than 30 MPa within 1 day of the slurry strength, so as to realize fast anchor cable tension within 1 day after grouting completion. (4)The research results can be used for reference in similar prestressed anchorage cable construction projects. © 2018, Editorial Department of Journal of Railway Engineering Society. All right reserved.     

Research on the Cause and Influential Factors of Tunnel Lining Cracking of Side Wall in Seasonally-frozen RegionsEI北大核心

Research purposes: In recent years, tunnel diseases like lining cracking and water leaking during spring thawing period, caused by frost heaving of surrounding rock, have occasionally occurred in high-latitude seasonally-frozen regions of northwest China and northeast China, which has seriously affected the tunnel structure and operation safety. Taking several railway tunnels in northwest China as an example, this paper investigates the cause and main influencing factors of longitudinal cracking of side wall in winter in seasonal frozen soil area by means of field test, laboratory experiment and numerical simulation. Research conclusions:(1) When the water content of surrounding rock of tunnel built in strongly-weathered sandstone is 12.3% and the frozen depth of surrounding rock is up to 60 cm, the maximum tensile stress of side walls is 2.28 MPa, which is larger than the ultimate tensile strength of C30 concrete, then the horizontal lining cracking will appear on side walls under the effect of continuous negative temperature in winter. If the lining bears part of the surrounding rock load, the longitudinal cracking degree of the side wall will increase. (2) Under the effect of frost heaving loads, the cracking of tunnel lining has its own characteristics of symmetry, seasonality and accumulation, etc. The cracks appear in winter and distribute in the middle of side walls. As the temperature is rising, the crack begins to shrink. (3) The frozen circle thickness and water content of surrounding rock should be used as main indicators during the process of calculation of frost heaving loads of surrounding rock in seasonally-frozen regions. (4) The research results can be used for reference in tunnel design, operation and maintenance in seasonal frozen soil area. © 2018, Editorial Department of Journal of Railway Engineering Society. All right reserved.     

PHOSPHORYLATION OF THE MYELOID ZINC FINGER PRO TEIN MZF－1 IS DIFFERENTIALLY REGULATED DURING MYELOPOIESIS

ＰＨＯＳＰＨＯＲＹＬＡＴＩＯＮＯＦＴＨＥＭＹＥＬＯＩＤＺＩＮＣＦＩＮＧＥＲＰＲＯＴＥＩＮＭＺＦ－１ＩＳＤＩＦＦＥＲＥＮＴＩＡＬＬＹＲＥＧＵＬＡＴＥＤＤＵＲＩＮＧＭＹＥＬＯＰＯＩＥＳＩＳＨｕｉＰｅｉ；ＭａｒｉａＲ．Ｂａｅｒ，ＰｅｔｅｒＧ．Ｂｒａｄｆｏｒ...     

轨道车辆直流牵引电机噪声的分析与研究

本文在城市轨道车辆牵引电机噪声测试的基础上,分析了牵引电机噪声的产生机理和频率分布以及对室内外环境的影响和传播途径。最后提出了牵引电机的降噪措施。     

LOSS OF NUCLEUS BASALIS MAGNOCELLULARIS，BUT NOT SEPTAL，CHOLINERGIC NEURONS CORRELATES WITH PASSIVE AVOIDANCE IMPAIRMENT IN RA

ＬＯＳＳＯＦＮＵＣＬＥＵＳＢＡＳＡＬＩＳＭＡＧＮＯＣＥＬＬＵＬＡＲＩＳ，ＢＵＴＮＯＴＳＥＰＴＡＬ，ＣＨＯＬＩＮＥＲＧＩＣＮＥＵＲＯＮＳ　ＣＯＲＲＥＬＡＴＥＳＷＩＴＨＰＡＳＳＩＶＥＡＶＯＩＤＡＮＣＥＩＭＰＡＩＲＭＥＮＴＩＮＲＡＴＳＴＲＥＡＴＥＤ　ＷＩＴ...     

FRP材料在海港工程中的应用

海工建筑物中的钢筋锈蚀已成为全世界普遍关注并日益突出的一大问题。FRP筋因其优越的防腐性、抗拉强度高、重量轻、总体使用成本低等特点,成为海工结构中钢筋的理想替代品。文中在分析有关资料的基础上,综述了国内外对FRP材料及其在土木工程中应用的研究,并结合海港码头结构的特点,提出FRP材料在海港工程应用中的关键技术,展望FRP应用前景。     

THE EFFECT OF VITAMIN C INTAKE ON GLYCOHEMOGLOBIN MEASUREMENTS

ＴＨＥＥＦＦＥＣＴＯＦＶＩＴＡＭＩＮＣＩＮＴＡＫＥＯＮＧＬＹＣＯＨＥＭＯＧＬＯＢＩＮＭＥＡＳＵＲＥＭＥＮＴＳＦａｎｇＺｈｉｙｕ；ＳｕＭｉｎｇ，Ｒ．Ｒ．Ｌｉｔｔｌｅ，Ｈ．Ｍ．Ｗｉｅｄｍｅｙｅｒ，Ｄ．Ｅ．Ｇｏｌｄｓｔｅｉｎ（ＤｅｐａｒｔｍｅｎｔｏｆＣｈｉ...     

船闸闸室墙表面修复砂浆物理力学性能试验研究

对丙乳砂浆、硅粉砂浆、高强砂浆、聚丙烯纤维高强砂浆及玄武岩纤维高强砂浆5种船闸闸室墙表面修复材料进行了一系列物理力学性能试验。研究结果表明：丙乳明显降低了砂浆的抗压、抗折尤其是抗压强度,但能有效改善砂浆的早期抗干缩能力及增强砂浆韧性：由于硅粉微粒的填充作用及火山灰反应硅粉砂浆具有优良的力学性能,其28d抗压、抗折和抗拉强度分别为分别为85．9MPa、15．93MPa和5．732MPa,能承受的抗弯荷载也较大,为5.3kN,但其塑性收缩大且韧性不强;聚丙烯纤维和玄武岩纤维高强砂浆具有较高的力学性能,同时纤维的加入能有效改善砂浆的早期抗干缩能力．显著增加砂浆的断裂挠度和韧性从而提高砂浆抵抗变形开裂的能力。     

THE NEURONS DOUBLE-LABELLED BY SEROTONIN AND GLUTAMATE-IMMUNOREACTIVITY IN

ＴＨＥＮＥＵＲＯＮＳＤＯＵＢＬＥ－ＬＡＢＥＬＬＥＤＢＹＳＥＲＯＴＯＮＩＮＡＮＤＧＬＵＴＡＭＡＴＥ－ＩＭＭＵＮＯＲＥＡＣＴＩＶＩＴＹＩＮＭＥＤＵＬＬＡＲＹＲＡＰＨＥＮＵＣＬＥＩＰＲＯＪＥＣＴＩＮＧＴＯＴＨＥＣＥＲＥＢＥＬＬＡＲＣＯＲＴＥＸＯＦＴＨＥＫＩ...