采用高压旋喷桩技术加固煤矿采动区铁路路基实践

依据理论分析和数值计算的成果,对研究区段的旋喷桩加固进行了工程设计、现场施工组织和质量检测,结果表明,采用旋喷桩约束加固具有较好的加固效果和经济效益。     

拉萨地区土地利用动态分析

Land use change is the result of the interplay between socioeconomic, institutional and environmental factors, and has important impacts on the functioning of socioeconomic and environmental systems with important tradeoffs for sustainability, food security, biodiversity and the vulnerability of people and ecosystems to global change impacts. Based on the results of the First Land Use Survey in Tibet Autonomous Region carried out in the late 1980s, land use map of Lhasa area in 1990 was compiled for the main agricultural area in Lhasa valley using aerial photos obtained in April, May and October 1991 and Landsat imagery in the late 1980s and 1991 as remotely sensed data sources. Using these remotely sensed data, the land use status of Lhasa area in 1991, 1992, 1993, 1995, 1999 and 2000 were mapped through updating annual changes of cultivated land, artificial forest, grass planting, grassland restoration, and residential area and so on. Land use map for Lhasa area in 2007 was made using ALOS AVNIR-2 composite images acquired on October 24 and December 26, 2007 through updating changes of main land use types. According to land use status of Lhasa area in 1990, 1995, 2000 and 2007, the spatial and temporal land use dynamics in Lhasa area from 1990 to 2007 are further analyzed using GIS spatial models in this paper.     

Migrating pingos in the permafrost region of the Tibetan Plateau, China and their hazard along the Golmud–Lhasa railway

Most pingos in the permafrost region of the high northern Tibetan Plateau form along active fault zones and many change position annually along the zones and thus appear to migrate. The fault zones conduct geothermal heat, which thins permafrost, and control cool to hot springs in the region. They maintain ground-water circulation through broken rock in an open system to supply water for pingo growth during the winter in overlying fluvial and lacustrian deposits. Springs remain after the pingos thaw in the summer. Fault movement, earthquakes and man's activities cause the water pathways supplying pingos to shift and consequently the pingos migrate.

The hazard posed to the new Golmud–Lhasa railway across the plateau by migrating pingos is restricted to active fault zones, but is serious, as these zones are common and generate large earthquakes. Pingos have damaged the highway and the oil pipeline adjacent to the railway since 2001. One caused tilting and breaking of a bridge pier and destroyed a highway bridge across the Chumaerhe fault. Another has already caused minor damage to a new railway bridge. Furthermore, the construction of a bridge pier in the North Wuli fault zone in July–August 2003 created a conduit for a new spring, which created a pingo during the following winter. Measures taken to drain the ground-water via a tunnel worked well and prevented damage before the railway tracks were laid. However, pier vibrations from subsequent train motion disrupted the drain and led to new springs, which may induce further pingo growth beneath the bridge.

The migrating pingos result from active fault movement promoting artesian ground-water circulation and changing water pathways under the seasonal temperature variations in the permafrost region. They pose a serious hazard to railway construction, which, in turn can further disturb the ground-water conduits and affect pingo migration.     

提速列车荷载作用下铁路路基动力特性的研究

结合铁路提速现状,分析了既有线上运行最高时速200 km/h客车、120 km/h货车时路基的动力响应。首先,采用列车-轨道耦合动力学模型,计算轮轨间相互作用力,然后,通过非线性数值分析,研究不同列车编组和行车速度条件下路基的动力响应,包括路基横断面的动应力、位移和加速度的大小、分布规律、沿路基深度内的衰减,并探讨了路基参数与动力响应的关系,同时与既有线的部分实测结果进行对比分析。研究表明,列车速度提高对路基动力响应的影响有限,但轴重的影响很大;对既有线路基加固时,存在一个最佳的路基刚度值（120 MPa）;道床厚度增加,路基动应力线性减少,但路基动位移和加速度变化不明显。     

铁路工程地质的发展趋向

本文论述了铁路选线工程地质、铁路工程地质勘察、钻探工作、铁路地质灾害、巨型铁路桥梁及长大铁路隧道等方面工程地质研究所取得的进展及进一步研究的方向。     

1955—2007年拉萨市雨季夜雨率变化特征

利用1955—2007年拉萨市逐日降水和气温地面观测资料,分析了拉萨市雨季（5—9月）夜雨率变化特征。结果表明：拉萨市整个雨季日夜雨率变化是比较稳定的,近50多年来基本没有发生明显的年代际变化。夜雨率与日降水量有显著关联,当日降水量在25 mm以下时,夜雨率随降水量增加而增大,当日降水量〈1 mm时夜雨率最小为75.2%,当日降水量为25 mm时,夜雨率达到最大值93.4%;夜雨率与日温差存在显著的负相关;拉萨多夜雨与地形有关,高夜雨率既有有利的一面,也会带来一些负面影响。因此,深入探讨夜雨率是制定有效防御气象灾害对策的重要依据。     

青藏铁路建设环境的"三大难题"

青藏铁路是世界上第一条跨越高原多年冻土区的铁路,工程建设环境面临多年冻土、高寒缺氧、生态脆弱的“三大难题”,比国内外其他多年冻土工程建设更艰巨和困难。由于青藏铁路建设环境的特殊性与复杂性,设计和建设中采取了多种保护冻土的有效措施、高原劳动卫生和劳动保护措施及生态环境保护措施及污染防治措施,各项措施在青藏铁路的建设和运营中显示出了良好的效果。     

重载铁路水泥改良膨胀土路基填料动弹模量及阻尼比研究

动弹模量与阻尼比是土动力学分析中的重要力学参数,考虑重载铁路荷载特征定量分析水泥改良膨胀土的动模量和阻尼比的较少。依托蒙西至华中地区铁路煤运通道(简称蒙-华铁路)工程为背景,采用南阳邓州市大山寨膨胀土,通过在不同频率、围压、固结比及动应力幅值下的持续振动三轴试验,研究了水泥掺量3%和5%水泥改良膨胀土的动弹模量及阻尼比,并与膨胀土素土进行对比分析。结果表明:水泥掺量3%和5%改良膨胀土的最大动弹模量约为膨胀土素土的3~4倍;在动弹模量-应变曲线中,动应变小于0. 002时表现为陡降段,动弹模量随动应变增长降幅达70%,而动应变大于0. 002时降幅较小,动弹模量随动应变增长趋于稳定;动弹模量随围压、频率、水泥掺量增加而增大,阻尼比随围压、固结比增加而减小;低应变水平下,固结比与动模量成正相关关系,高应变水平下,固结比与动弹模量成负相关关系。同时,对动弹模量及阻尼比进行了归一化分析,建立了估算动弹模量及阻尼比的经验公式。     

Geochronology and Petrogenesis of Late Carboniferous to Early Permian Basalts in the Central Lhasa Subterrane, Southern Tibet: Implications for the Evolution of the Sumdo Paleo-Tethys Ocean

Basalts from the Late Carboniferous to Early Permian are extensively developed in the central Lhasa subterrane, southern Tibet. Studying the petrogenesis of these rocks may have implications for the late Paleozoic arc magmatism along the central Lhasa subterrane uncovering more of the evolution of the Sumdo Paleo-Tethys Ocean and its dynamic mechanism. Basalt samples from the Luobadui Formation in the Leqingla area, NW of Linzhou City in the central Lhasa subterrane, southern Tibet exhibit arc-like geochemical signatures in a subduction-zone tectonic setting characterized by high Al2O3 and low TiO2 contents, fractionated REE patterns with low Nb/La ratios and high LREE concentrations, and negative HFSE anomalies. Based on their higher Th/Ce, Nb/Zr, and lower Ba/Th, Pb/Nd ratios, slightly negative to positive εNd(t) values, and the relatively high Sr-Pb isotopic compositions, these samples were probably derived from partial melting of a depleted mantle source of garnet + spinel lherzolite, metasomatized by subducted sediments around 297 Ma. Modeling of the trace elements indicates that these basalts experienced fractional crystallization of olivine, clinopyroxene and minor plagioclase during magma ascent and eruption. It is proposed that these Late Carboniferous–Early Permian basalts are associated with the northward subduction of the Sumdo Paleo-Tethys Ocean seafloor along the southern margin of the central Lhasa subterrane.     

兰新第二双线铁路防风明洞实验段风荷载数值模拟研究

介绍了高速铁路防风明洞的基本作用及设计方法;利用计算流体动力学原理中的数学模型及控制方程,对兰新第二双线铁路防风明洞大风作用下的风荷载进行了分析;通过计算工况的假定以及边界条件的合理设定,采用有限体积法建立防风明洞数值分析模型,并模拟计算了平地路段、浅路堑地段和路堤地段三大类工况和70、60、50、40m/s4种风速情况。研究结果表明：①开孔情况下,明洞各部位所受风荷载随着风速增大而增大;②明洞迎风侧均为正压,平地地段与路堤地段所受正压较接近,最大值出现在风速为70m/s时,迎风边墙正压为3202Pa;③明洞拱顶及背风侧均为负压,浅路堑地段所受负压最大值出现在风速为70m/s时,拱顶负压为-3550Pa;④各地段背风侧所受负压均小于-1500Pa,背风墙脚与背风边墙受力基本相同;⑤各地段各风速情况下,拱顶处负压均为最大;⑥开孔情况下的明洞各部位风荷载,普遍小于不开孔情况;⑦明洞开孔附近有回流风速,并随着外界风速增大而增大。