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1.
Finiteelement simulations are increasingly providing a versatile environment for this topic. In this study, a two-dimensional finite element analysis is conducted to predict the deformation of highembankment in Bazhun heavy-haul railway, China. A recently developed nonlinear softening-type constitutive model is utilized to model the behavior of subgrade filling materials subjected to freeze-thaw cycles. For the convenience of practical application, the dynamic loading induced by a vehicle is treated as a quasi-static axle load. The deformation of this embankmentwith different moisture content under freeze-thaw cycles is compared. The results show that when subjected to the first freeze-thaw cycle, the embankmentexperienced significant deformation variations. Maximum deformation was usually achieved after the embankment with optimum moisture content experienced six freeze-thaw cycles, however, the embankment with moisture content of 8.0% and 9.5% deforms continuously even after experiencing almost ten freeze-thaw cycles. Overall, this study provides a simple nonlinear finite element approach for calculating the deformation of the embankmentinchanging climate conditions. 相似文献
2.
By large-scale dynamic tests carried out on a traditional sand-gravel embankment at the Beilu River section along the Qinghai-Tibet Railroad, we collected the acceleration waveforms close to the railway tracks when trains passed. The dynamic train loading was converted into an equivalent creep stress, using an equivalent static force method. Also, the creep equation of frozen soil was introduced according to the results of frozen soil rheological triaxial tests. A coupled creep model based on a time-hardening power function rule and the Druker-Prager yield and failure criterion was established to analyze the creep effects of a plain fill embankment under repeated train loads. The temperature field of the embankment in the permafrost area was set at the current geothermal conditions. As a result, the permanent deformation of the embankment under train loading was obtained, and the permanent deformation under the train loads to the total embankment deformation was also analyzed. 相似文献
3.
V. G. Kondratiev 《寒旱区科学》2013,5(4):0377-0386
The history of railway and highway construction in permafrost zones in Russia, the United States, Canada, and China spans more
than 110 years. Nonetheless, no railway track or highway has yet been built in such area that is impervious to deformation caused
by subsidence resulting from the thawing of ice-rich subgrade soils. This paper presents data on the roadbed states of the Transbaikalian
and the Baikal-Amur Railways as well as the Russian "AMUR" Chita-Khabarovsk Highway. It also discusses the feasibility
of roadbed stability maintenance using methods based on the reduction of the mean annual ground temperature and roadbed
preservation in a permafrost state by means of the natural cooling and heating factors ratio regulation resulting in a reduction of the
heat generation in the roadbed and the adjoining area accompanied by an increase of heat consumption with help of the
sun-precipitation protective sheds (awnings), rock covers, dolomite powder (reflective paint), cooling tube and thermosyphons as
well as tower supports and corrugated pipe culverts stability. 相似文献
4.
Alexander Isakov 《寒旱区科学》2013,5(4):0353-0362
The main reasons for a breach of trouble-free operation of the subgrade are the different kinds of deformation, such as train load impact on
subgrade surface, loss of stability to subgrade slope, weight of embankment on the base, and partial or complete failure of the railway track
due to frost heaving. This paper gives a summary of deformation analysis methods being developed in Russia to estimate the operating conditions
of the railway subgrade. 相似文献
5.
A transportation hub is the key link in the construction of the comprehensive three-dimensional transportation corridor of the Yangtze River Economic Belt, and is the basic factor responsible for the promotion of this belt. A high-speed railway hub has the “last kilometer of time-space compression” effect and is the key to building an efficient, convenient, modern, and comprehensive transportation system. This study constructed a model for measuring the connection-distribution performance of the high-speed railway hub, determined the connection-distribution performance of the urban high-speed railway hub in the Yangtze River Economic Belt, and analyzed its spatial differentiation characteristics, further revealed the influencing mechanism of the connection-distribution performance of the high-speed railway hub. The main results are as follows: (1) The connection-distribution performance of the high-speed railway hub in the Yangtze River Economic Belt presented an “olive-shaped pattern” grade structure with two small ends and a large middle section, that is, the number of high-speed railway stations with high performance and average performance was small, and the number of high-speed railway stations with good performance and medium performance was large. (2) The connection-distribution performance of the high-speed railway hub in the Yangtze River Economic Belt showed a regional differentiation pattern of “high in the east and low in the west” and “high in the north and low in the south”, and showed an urban agglomeration differentiation pattern of “high in the core areas but low in the marginal areas”; moreover, spatial differences were prominent in the distribution of nine evaluation indexes of the connection-distribution performance of the high-speed railway hub. (3) GDP, urbanization rate, city level, station passenger flow and frequency of shuttle bus were key driving factors affecting the connection-distribution performance of the high-speed railway hub. At the same time, there were significant differences in the key driving factors for the connection-distribution performance grades of high-quality, good, medium and average. 相似文献
6.
作为长江经济带综合立体交通走廊建设的关键环节,交通枢纽是推动长江经济带发展的基础保障。高铁枢纽承载着“时空压缩最后一公里”效应,是构筑高效便捷的现代化综合交通体系的关键。首先诠释了高铁枢纽“时空压缩最后一公里”效应原理,其次构建高铁枢纽接驳—集疏运绩效指标体系,进而对长江经济带37个城市高铁枢纽的接驳—集疏运绩效进行测度,并分析绩效空间分异特征,最后揭示高铁枢纽接驳—集疏运绩效的影响机理。结果显示：① 长江经济带高铁枢纽接驳—集疏运绩效等级分异呈“橄榄型”结构,即优质绩效和一般绩效的高铁站数量较少,良好绩效和中等绩效的高铁站数量较多;② 地带分异呈“东高西低、北高南低”格局,而城市群分异则呈“核心高、边缘低”格局,且9个评价指标值空间差异明显;③ GDP、城镇化率、城市等级、车站客流量和发送班车次数是影响高铁枢纽接驳—集疏运绩效的关键驱动因子;同时,优质、良好、中等和一般等不同等级绩效的关键驱动因子存在显著差异。 相似文献
7.
According to the technical characteristics of short fixed wheelbase of a high-speed carriage, a subgrade-track integrated space mechanical response analysis model is proposed for trains under the action of biaxial load after the comparison of the stress distribution characteristics of the ballast track subgrade bed structures for high-speed railway under the action of uniaxial load and biaxial load. The loading threshold value (high-cycle long-term dynamic strength) under the circumstance where the cumulative deformation of subgrade structure gradually develops and finally reaches the convergent state, and its relationship with the foundation coefficient K30 were deduced, based on the characteristics of cumulative deformation evolution obtained from the unit structure filling model test under the action of cyclic loading. In view of structure stability and frost resistance requirements of the railway subgrade in cold regions, technical conditions to maintain good service performance of subgrade structure of high-speed railway ballasted track are discussed and analyzed. Study results show that the additive effect manifests itself obviously for railway train bogies under the action of biaxial load than uniaxial load, which has a significant dynamic effect on the subgrade bed bottom and a slight effect on the surface layer. Thus, the adoption of a biaxial load model in the design of a high-speed railway subgrade accurately reflects the vehicle load. Pursuant to the structure design principle, the design method of the subgrade structure of high-speed railway ballasted track is proposed to meet the technical requirements such as structural strength, bearing stiffness and high-cyclic and long-term stability. Technical indicators are obtained for the variation of thickness of the surface layer of reinforced subgrade bed in the double-layer subgrade mode along with the change of K30 at the subgrade bed bottom. The double-layer structure mode of "closure on the upper layer and drainage on the lower layer" was proposed in order to meet the waterproofing and drainage requirements of the upper layer of the subgrade bed in cold regions. A dense-framework graded gravel filler with weak water permeability at a coefficient of 10-4 cm/s is used on the upper layer and the void-framework graded gravel filler at the water permeability coefficient of 10-2 cm/s is adopted on the lower layer. 相似文献
8.
Tidal deformation of the Earth is normally calculated using the analytical solution with some simplified assumptions, such as the Earth is a perfect sphere of continuous media. This paper proposes an alternative way, in which the Earth crust is discontinuous along its boundaries, to calculate the tidal deformation using a finite element method. An in-house finite element code is firstly introduced in brief and then extended here to calculate the tidal deformation. The tidal deformation of the Earth due to the Moon was calculated for an geophysical earth model with the discontinuous outer layer and compared with the continuous case. The preliminary results indicate that the discontinuity could have different effects on the tidal deformation in the local zone around the fault, but almost no effects on both the locations far from the fault and the global deformation amplitude of the Earth. The localized deformation amplitude seems to depend much on the relative orientation between the fault strike direction and the loading direction (i.e. the location of the Moon) and the physical property of the fault. 相似文献
9.
滑坡变形监测系统深部与地表变形关系初探 总被引：1，自引：0，他引：1
滑坡的孕育、演变、发生是一个累进性变形破坏过程,开展滑坡变形的长期监测工作对滑坡稳定性评价、滑坡的预测预报及治理具有重要的工程意义。目前,滑坡变形监测多集中于坡体表部,很难系统获得反映滑坡稳定性的深部变形资料。本文以某溃屈型滑坡为例,初步分析了滑坡深表部变形的关系,为滑坡稳定性分析及变形破坏趋势预测提供了依据。 相似文献
10.
With the development of high-speed railway in China, composite foundation with rigid piles has become a standard solution of meeting the high requirements of stability and post-construction settlement ... 相似文献
11.
斜坡中发育的多种裂面在滑坡形成过程中将组合成多条变形带，随着变形的发展，变形逐渐向最大剪应力处集中，最终形成滑面。斜坡中多变形带稳定性模糊综合评判是采用数理统计的方法，将滑坡发育过程中影响变形带的因素作为不同的评判因子，对其进行模糊综合评判分析，然后确定最不稳定的变形带。文中最后以金龙山滑坡变形带的稳定性分析为例，证明该方法的正确性。 相似文献
12.
ZhenMing Wu Lin Zhao Lin Liu Rui Zhu ZeShen Gao YongPing Qiao LiMing Tian HuaYun Zhou MeiZhen Xie 《寒旱区科学》2018,10(2):114-125
Differential Interferometric Synthetic Aperture Radar(D-In SAR) has been widely used to measure surface deformation over the Tibetan Plateau. However, the accuracy and applicability of the D-In SAR method are not well estimated due to the lack of in-situ validation. In this paper, we mapped the seasonal and long-term displacement of Tanggula(TGL) and Liangdaohe(LDH) permafrost regions with a stack of Sentinel-1 acquisitions using the Small Baseline Subset In SAR(SBAS-In SAR) method. In the TGL region, with its dry soils and sparse vegetation, the In SAR-derived surface-deformation trend was consistent with ground-based leveling results; long-term changes of the active layer showed a settlement rate of around 1 to 3 mm/a due to the melting of ground ice, indicating a degrading permafrost in this area. Around half of the deformation was picked up on monitoring, in contrast with in-situ measurements in LDH, implying that the D-In SAR method remarkably underestimated the surface-deformation. This phenomenon may be induced by the large soil-water content, high vegetation coverage, or a combination of these two factors in this region. This study demonstrates that surface deformation could be mapped accurately for a specific region with Sentinel-1 C-band data, such as in the TGL region.Moreover, although the D-In SAR technology provides an efficient solution for broad surface-deformation monitoring in permafrost regions, it shows a poor performance in the region with high soil-water content and dense vegetation coverage. 相似文献
13.
As one of the widely used upgrading way in road engineering, the widening embankment(WE) has suffered evident differential deformation, which is even severer for highway in permafrost regions due to the temperature sensitivity of frozen soil and the heat absorption effect of the asphalt pavement. Given this issue, a full-scale experimental highway of WE was performed along the Qinghai-Tibet Highway(QTH) to investigate the differential deformation features and its developing law. The continuous three years' monitoring data taken from the experimental site, including the ground temperature and the layered deformation of WE and original embankment(OE), were used to analyze the thermal-deformation process. The results indicate that the widening part presented the remarkable thermal disturbance to the existing embankment(EE). The underlying permafrost was in a noteworthy degradation state, embodying the apparent decrease of the permafrost table and the increase of the ground temperature. Correspondingly, the heat disruption induced by widening led to a much higher deformation at the widening side compared to the original embankment, showing a periodic stepwise curve. Specifically, the deformation mainly occurred in the junction of the EE and the widening part, most of which was caused by the thawing consolidation near the original permafrost table. In contrast, the deformation of EE mainly attributed to the compression of the active layer. Furthermore, it was the deformation origination differences that resulted in the differential deformation of WE developed gradually during the monitoring period, the maximum of which reached up to 64 mm. 相似文献
14.
上海城市地貌形变与防汛墙地理工程透析 总被引：2，自引：0，他引：2
从城市地貌学角度分析了上海城市地貌形变的阶段性、致灾性,探讨了防汛墙与地貌形变的相互关系、工程特点及存在问题,提出了阶段性地貌形变对市区河流沉积控制的概念模式。同时认为,上海高强度人类活动对自然地理系统的最大影响莫过于自然地貌面相对于周边地区的阶段性沉降变形(即地貌形变),并由此造成其他自然地理要素的相应变化;地貌形变发生后很难修复并具有明显的致灾性,使地势本来低平的上海受到来自洪水的更大威胁;作为地貌形变后的防汛墙治理工程其设计标高在近期是有效的,但从长期看存在局限性。上海城市地貌环境问题只有从宏观和长远的城市规划层面上去认识才能从根本上得以缓解。 相似文献
15.
To find the deformation properties of chloride saline soil under the influence of a low temperature environment and different loads,two types of chloride saline soil were selected and their deformation process was tested in the laboratory and analyzed during the cooling process in the sensitive cryogenic temperature range.The research results show that high-chloride-salt saline soil underwent little volume change under the no-load condition during the cooling process.Under staticload and dynamic-load conditions,different degrees of settlement deformation occurred;throughout the entire cooling process,another chloride saline soil with a high proportion of sulfate salt underwent volume expansion under no-load and static-load conditions.Under the no-load condition,a certain degree of settlement deformation occurred.Deformation properties were evaluated at different time points during the cooling process for two kinds of chloride saline soil.Finally, deformation characteristics of chloride saline soil were analyzed from the perspective of salt type and crystallization variation under the action of a low-temperature environment and different loads. 相似文献
16.
京奉铁路是近代中国第一条干线铁路,全长840 km,起始于1881年的唐胥铁路建设,经历许多波折,兴建时间长达31年,可以视为近代中国铁路发展的缩影。在中国近代化的过程之中,近代交通的发展受到守旧派的阻力相当巨大,其中铁路建设阻力更大。京奉铁路从清帝国首都北京修筑至陪都盛京,并非一帆风顺,而是在各种错综复杂的因素影响下艰难分段延展。在地理空间的展布上,京奉铁路的路线走向受到多种因素的影响,其中包含政治因素、军事因素、经济因素、地理因素、风俗习惯等。本研究将藉助GIS,对相关区域旧版大比例尺地形图(包含战前日本所制的地形图在内)做定位与套迭,取得旧日铁路路线、城垣、河道、皇家苑囿等地理信息进行分析,探讨影响京奉铁路路线与各种因素的关系。在地图资料之外,本研究将与其他的文字史料相互参照,以分析在唐山—胥各庄段、北京附近、以及奉天附近三个研究区域里,前述各种因素对京奉铁路发展上的影响。 相似文献
17.
为了研究南极现代地壳运动,中国在西南极菲尔德斯海峡地区布设了形变监测网,并用ＤＩ－２０测距仪和ＧＰＳ定位仪对该网进行了监测。同时,中国也参加了ＳＣＡＲ组织的全南极ＧＰＳ联测。本文讨论了将形变参数纳入误差方程的水平形变数据处理方法,并对刚体平移、旋转、均匀应变几种典型形变模型在测边网平差中的运用进行了讨论。通过对经典自由网与秩亏自由网的基准分析,提出对形变参数以及其它附加参数和点位参数分别给定参考基准的方法。相应于上述方法,编制了一系列数据处理程序并将之应用于对西南极菲尔德斯海峡形变监测网的数据分析。本文还利用监测网应变分析原理,对ＧＰＳ监测数据进行了讨论和分析,结果表明,菲尔德斯断裂地区存在微小的断裂剪切运动,但位移量不大。 相似文献
18.
The operation of a railway track in cold regions results in the premature deformation of subgrade soils caused by significant temperature fluctuations and ecological imbalance. Identification and calculation of the thawing degree of permafrost soils, frost heaving of clays, and groundwater flooding require careful engineering and geological surveying. The paper describes the unique, long-standing experience of the university scientists connected with maintaining the Russian East-Siberian and Trans-Baikal Railways'' facilities. Specific features of and requirements for the surveying, depending on the geological and climatic conditions, are identified. 相似文献
19.
This paper set up a series of comprehensive targets based on the concept of 'anti-freeze filler', which include reasonable water retention rate, frost heave characteristics, and compaction characteristics of filling material. Then, a type of permeable graded gravel is proposed, suitable for high-speed railway subgrade. A series of in-door water retention, permeability, and frost heave tests were performed under different graded conditions. Water retention, permeability, and frost heave characteristic of different graded filling materials can be determined, in order to define the gradation range of permeable graded gravel. Relying on the frost-heave monitoring record of high speed railway in Northeast China, a series of experimental studies were performed, which included on-site filler production, compaction test, and the anti-frost effect test, in order to improve the production and compaction techniques of permeable graded gravel. From the research of this paper, the use of permeable graded gravel subgrade as the anti-frost structure for the high-speed railway subgrade in cold areas is feasible. 相似文献
20.
针对以粗粒土为代表的软弱层带在水电、铁路等交通领域对边坡及洞室围岩稳定性的控制,结合某水电工程坝区,分别对岩块岩屑型和岩屑夹泥型两种软弱夹层,在考虑一定围压作用下进行了天然含水状态和饱水状态的现场直剪试验.结果显示,剪应力-剪切位移曲线饱水前、后均呈现出微弱的峰值,整体均表现为塑性破坏特征,饱水前、后发生屈服前的剪切位移分别为5 mm和10 mm以内.在强度参数上,两类夹层饱水前、后峰值强度内摩擦系数降低幅度一般在8%～10%,残余强度一般降低5%以内.表明以粗粒土为代表的软弱层带由于细粒(＜0.075 mm)物质少,细粒起不到包裹粗颗粒而作为润滑作用,同时因围压效应,饱水对其强度参数的影响有限,因此不同含水状态对该类软弱层带内摩擦角和内聚力均无显著影响,其强度参数主要还是取决于夹层本身的颗粒成分. 相似文献