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1.
青藏铁路沿线发育6个典型移动冰丘,冰丘冻胀对线路工程具有严重破坏作用,导致桥墩扭裂、涵洞破裂与输油管道弯曲变形,产生显著的灾害效应。83道班移动冰丘发育于二道沟盆地南侧两组断层的交叉复合部位,属断层破碎带桥基施工诱发移动冰丘;夏季表现为上涌泉水,形成泉坑;冬季形成厚度达0.5m的冰幔和高达2.5m的冰丘,产生了比较严重的灾害隐患。在泉水富集部位,通过修筑堤坝、泉水池和排水通道,改变了泉水的运移路线,消除了移动冰丘及灾害隐患,确保了83道班铁路大桥的工程安全,为青藏铁路沿线移动冰丘的工程防治积累了成功经验。  相似文献   

2.
Small seasonal pingos formed in Quaternary deposits along active fault zones in permafrost of the northern Tibetan Plateau exert destructive forces to oil pipelines, bridges, culverts and other engineering facilities along the Golmud–Lhasa railway and highway. The pingos are particularly hazardous as they change position, or migrate, nearly every year. Three-dimensional finite element modeling reveals the enormous force from exerted by a pingo at the 86th station of the highway. A good representation of the stress and strain fields resulting from an expansion of a pingo and bending of an oil pipeline at the station are calculated after due consideration of the interaction between permafrost, pingo and pipeline. This followed establishing an engineering-geologic model from the field data and determining the mechanical properties of the media from field and laboratory tests. The maximum, intermediate and the minimal principal compressive stresses are calculated as well as those for the plastic strain. Concentrations of principal stress and plastic strain occur beneath the pipeline bend and both the principal compressive stress and resulting plastic strain become very small away from the pingo. Also, the bottom of the pingo is dominated by minimal values of principal stress and strain and the potential bending of a buried pipe caused by an expansion of a pingo is indicated to decrease as depth of burial increases.The pingo growth at the 86th station resulted in the bending upward of a 20m section of a buried oil pipeline, but it did not break and spill oil. Analysis of the pipe within the bend found the maximum, intermediate, and minimal principal compressive stress ranges that leads to plastic strain within the bent pipe. Compressive stress and plastic strain concentrations form in the inner sides of inflexions in the pipe bend, and tensional stress and plastic strain concentrations form in their outer sides where stress exceeds the yield limit of the pipe, but many irregularities are present. Such numerical modeling of stress and strain may offer key parameters for designing oil pipelines and engineered facilities to decrease the hazard from migrating pingos in similar geologic settings in the permafrost of the northern Tibetan Plateau.  相似文献   

3.
青藏高原北部铁路沿线移动冰丘的特征及其灾害效应   总被引:1,自引:0,他引:1  
青藏高原北部常年冻土地区部分断裂破碎带发育移动冰丘。青藏铁路沿线典型移动冰丘包括不冻泉活动断裂诱发移动冰丘、乌丽活动断裂诱发86道班移动冰丘、二道沟盆南断裂破碎带桥梁施工诱发雅玛尔河移动冰丘、断裂破碎带桥基施工诱发83道班移动冰丘和乌丽盆北断裂破碎带DK1202+668大桥中部桥墩施工诱发85道班移动冰丘。移动冰丘的形成演化与活动断裂、地下水运动、气温变化存在动力学成因联系,是青藏高原北部常年冻土地区内动力与外营力相互耦合的标志和产物。移动冰丘能够穿刺公路路基、拱曲破坏涵洞结构、导致桥梁墩台破裂和输油管道拱曲变形,产生显著的灾害效应,成为高寒环境地质灾害的重要类型。采用适当的工程措施,通过疏导、排放地下泉水,能够有效地防治移动冰丘及灾害效应。  相似文献   

4.
The aim of this work is to obtain the vertical isotopic profile of the thick Pestsovoe pingo ice core in the southern part of the Tazovsky Peninsula, to determine the oxygen and hydrogen isotopic composition of the ice, and to reveal its formation conditions. Two trends were identified for the isotopic profile of the pingo ice: an insignificant increase of the δ18O (~1.5‰) and δD (~9‰) values at depths of 12–15 m and a gradual decrease of isotopic values by 3.8 and 23‰ for δ18O and δD, respectively, at a depth of 15–26 m. The formation of the pingo ice core in the semiclosed system resulted in fractionation of the isotopic composition of oxygen and hydrogen by more than 4 and 20‰, respectively.  相似文献   

5.
On the basis of permafrost characteristics and summer degradation in the Bayan-Nuurin-Khotnor Basin in Mongolia the processes of pingo degradation are presented and discussed. Differentiation between these processes is interpreted to be associated mainly with the thermal influence of waters, e.g. with thermokarst phenomena and thermal erosion of artesian and river waters. The direct heating influence of solar radiation as well as littoral abrasion in pingo lakes seem to have subordinate significance.  相似文献   

6.
青藏高原北部常年冻土区沿活动断裂发育有移动冰丘,其对输油管道、桥梁、涵洞等工程设施具有破坏作用。应用ANSYS有限元通用程序,对移动冰丘引起的输油管道的破坏进行了三维非线性有限元数值模拟计算,揭示了移动冰丘冻胀产生的应力场、位移场与塑性变形,给出了移动冰丘冻胀导致输油管道拱曲变形及应力分布。移动冰丘导致输油管道拱曲变形,在管道内部产生的应力超过管道的强度,使管道产生塑性弯曲变形和破坏,导致输油管道局部报废。移动冰丘导致输油管道拱曲变形的三维有限元数值模拟能够为管道工程设计和地质灾害防治提供依据。在数值模拟的基础上,提出了灾害防治措施。  相似文献   

7.
冰缘环境研究的一些进展   总被引:3,自引:1,他引:3  
王保来 《冰川冻土》1991,13(3):273-280
  相似文献   

8.
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.  相似文献   


9.
We present the results of the use of the Ground Penetrating Radar (GPR) method on saline and nonsaline soils in permafrost rock zones. GPR records are geologically interpreted during thermokarst and pingo study. The usefulness of the GPR method for mapping the top and bottom of permafrost rocks is explored for saline soils.  相似文献   

10.
青藏高原北部不冻泉移动冰丘及灾害效应   总被引:2,自引:0,他引:2  
不冻泉移动冰丘发育于青藏高原北部常年冻土区断裂破碎带,2001年仅在青藏公路东南侧形成1个小型冰丘,2002年在青藏公路西北侧形成低矮冰丘群,2004-2005年发展成为大型冰丘群,2006年移动冰丘的发育高度和分布范围进一步增大。不冻泉移动冰丘不仅穿刺青藏公路路基,破坏青藏公路桥涵结构,蚕食青藏公路路堤,影响青藏公路的交通安全;而且导致输油管道拱曲变形,诱发地面塌陷和地裂缝,产生显著的灾害效应。采用适当的工程措施,通过地下疏导或地表排放沿断裂破碎带上涌的地下泉水,能够有效减轻或防治不冻泉移动冰丘的灾害效应。  相似文献   

11.
青藏高原北部移动冰丘破坏桥墩的数值模拟   总被引:1,自引:0,他引:1  
青藏高原北部常年冻土区断裂破碎带发育的移动冰丘对桥梁、涵洞、输油管道等工程设施具有不同形式的破坏作用。考虑移动冰丘与工程设施的相互作用,根据野外观测和实验资料设计模型,应用三维有限元数值模拟方法,计算移动冰丘冻胀产生的位移场、应力场和桥墩弯曲应力,分析桥墩破裂机理。结果表明,移动冰丘能够产生11~-21 MPa的轴向应力和15~-31 MPa的主应力,在桥墩周围形成不同规模的应力集中区,导致桥墩发生显著偏移。桥墩的偏移和弯曲能够在桥墩内部产生高达61.9~64.6 MPa的张应力和-45.0~-49.0 MPa的压应力,超过桥墩的强度极限。在粗细桥墩连接部位,外侧形成张应力集中区,最大张应力达26~30 MPa;内侧形成压应力集中区,最大压应力达-25~-28.8 MPa。粗细桥墩连接部位外侧的张应力超过了钢筋混凝土的抗张强度,产生与野外观测资料基本吻合的桥墩破裂和结构破坏。移动冰丘导致桥墩变形破坏的三维有限元数值模拟能够为常年冻土区桥梁工程设计和地质灾害防治提供力学参数和科学依据。  相似文献   

12.
Pingos, or ice-cored mounds, are described for the first time from Antarctica and for the first time on ice-cored moraine. Seven pingos up to 4 m high and 12 m in diameter occur on former dering of lakes on the moraine exposes water-saturated sediments to freezing and consequent lake sediments on Flanders Moraine, Vestfold Hills, Antarctica (68°40'S 78°00'E). Lateral wandering formation of closed-system pingos. The pingos are probably only a few hundred years old. The apparent absence of pingo scars in the Southern Hemisphere may be due to lack of suitable substrates, rather than to unsuitable climatic conditions.  相似文献   

13.
Pingos are large frost mounds which develop in permafrost as the result of the segregation of massive ground-ice lenses. At least two genetic varieties of pingos, open- and closed-systems, form under differing conditions of climate, topography, and groundwater occurrence. Active pingos are known to occur in many high latitude regions. Pingo scars are the degeneration products of pingos. Ideally they are ramparted, circular depressions, although they may be expressed in a variety of divergent forms due to differing conditions of topography, substrate materials, degree of thermokarst overprint, and erosional/depositional histories. Pingo scars occur in many modern permafrost regions. Presumed pingo scars have also been identified in many regions beyond the present permafrost limit and therefore may have utility in reconstructing former permafrost environments.  相似文献   

14.
15.
Three to four km southwest of Egtved, in middle Jutland, diggings for a gas pipeline cut through a form which is believed to be a fossil frost mound. The horizontal outline of the form is that of a rounded silty body with a diameter of about 45 m. It is surrounded by layered eolian sand of which the layers are bent upwards into a vertical position close to the silty body. A small bulge of silty material is present on top of the neighbouring sand. The mechanism for the formation of the form is thought to have much in common with that of the hydrostatic system pingo of Mackay. It cannot be determined whether the mound was annual or perennial, but the presence of silty sediment in the central part shows that liquified sediment moved upward to fill the present form. By means of lithostratigraphy and pollen analysis, the development and decay of the mound were dated to Late Dryas time. It is suggested that similar features may be present in other parts of Scandinavia outside the area glaciated during the Late Dryas.  相似文献   

16.
The Pénestin section (southern Brittany) presents large regular undulations, commonly interpreted as evidence of periglacial pingos. It is an upper Neogene palaeoestuary of the Vilaine River reactivated during the middle Quaternary (middle terrace). It is incised into a thick kaolinitic saprolite and deformed by saprolite diapirs. This paper presents the arguments leading to a mechanistic interpretation of the deformations at Pénestin. Neither recent transpressive tectonics nor diagnostic evidence of periglacial pingo have been found despite evidence for a late paleo-permafrost. The major deformational process is shale diapirism, initially triggered by co-seismic water supply, with further loading and lateral spreading on an already deformed and deeply weathered basement, which allowed the shale diapirism to develop. Deformations are favoured by the liquefaction of the saprolite and a seaward mass movement and recorded, rather distant, effects of an earthquake (c. 280 ka B.P.) resulting from the progressive subsidence of the southern Armorican margin. These deformations triggered by an earthquake are similar to those induced by classical shale diapirism. They are probably common in tectonically active continental environments with shallow water table.  相似文献   

17.
Pronounced climatic warming associated with the Late Weichselian Pleniglacial‐to‐Lateglacial transition caused considerable environmental changes throughout the former periglacial zones (in Europe ~53°–46°N). During permafrost degradation and subsequent ground subsidence (i.e. thermokarst processes), the landscape changed rapidly. In this study we investigated a flat mid‐altitude area in south Bohemia, Czech Republic, lying close to the southern limit of the Weichselian permafrost. We discovered palaeo‐lake basins with sedimentary infillings up to 11 m in depth. According to radiocarbon and palynostratigraphical dating, these basins were formed at the onset of the Late Pleniglacial‐to‐Lateglacial transition, whereas the smaller depressions were formed later. We suggest that the basins resulted from thermal and fluvio‐thermal erosion of the former permafrost and represent remnants of discontinuous gullies and possibly collapsed frost mounds (pingo/lithalsa scars). The formation of this a fossil thermokarst landscape was climatically driven and multiple phased, with the major phase during the climatic warming and wetting at the onset of GI‐1e (Bølling) and the minor phase during GI‐1c (Allerød). This study enhances knowledge of the palaeogeography of the former European periglacial zone by showing that Late Pleistocene thermokarst activity could have had a significant impact on the evolution of the landscape of at least some regions of central Europe along the southern limit of the continuous permafrost zone. The research also points to a similar history for the physical transformation of the landscape of the former European periglacial zone and current thermokarst landscapes and could be a valuable source of information with respect to the future transformation of the Arctic under conditions of ongoing global warming.  相似文献   

18.
古冻土存在的依据和判别标志主要是古冻土遗迹(深埋藏多年冻土层、古冻土上限、融化夹层、厚层地下冰)和古冰缘现象(古冻胀丘、古融冻褶皱、砂楔、土楔、冰楔假型、风成沙丘、黄土层、厚层泥炭和腐殖质层等)。文章结合大量的测年数据,利用古代和现代冻土以及冰缘现象的时空分布差异综合分析对比,将全新世以来青藏高原多年冻土演化过程和环境变化划分为6个较明显的时段:早全新世的气候剧变期(10800aB.P.至8500~7000aB.P.)、中全新世大暖期(8500~7000aB.P.至4000~3000aB.P.)、晚全新世寒冷期(4000~3000aB.P.至1000aB.P.)、晚全新世温暖期(1000aB.P.至500aB.P.)、全新世末小冰期(500aB.P.至100aB.P.)及近代升温期(100aB.P.至今);同时,概述了各时段高原冻土的发育条件、分布范围及总面积,和当时高原上的古气候、古地理环境。  相似文献   

19.
This paper presents the history and cryostratigraphy of the upper permafrost in the High‐Arctic Adventdalen Valley, central Svalbard. Nineteen frozen sediment cores, up to 10.7 m long, obtained at five periglacial landforms, were analysed for cryostructures, ice, carbon and solute contents, and grain‐size distribution, and were 14C‐ and OSL‐dated. Spatial variability in ice and carbon contents is closely related to the sedimentary history and mode of permafrost aggradation. In the valley bottom, saline epigenetic permafrost with pore ice down to depths of 10.7 m depth formed in deltaic sediments since the mid‐Holocene; cryopegs were encountered below 6 m. In the top 1 to 5 m, syngenetic and quasi‐syngenetic permafrost with microlenticular, lenticular, suspended and organic‐matrix cryostructures developed due to loess and alluvial sedimentation since the colder late Holocene, which resulted in the burial of organic material. At the transition between deltaic sediments and loess, massive ice bodies occurred. A pingo developed where the deltaic sediments reached the surface. On hillslopes, suspended cryostructure on solifluction sheets indicates quasi‐syngenetic permafrost aggradation; lobes, in contrast, were ice‐poor. Suspended cryostructure in eluvial deposits reflects epigenetic or quasi‐syngenetic permafrost formation on a weathered bedrock plateau. Landform‐scale spatial variations in ground ice and carbon relate to variations in slope, sedimentation rate, moisture conditions and stratigraphy. Although the study reveals close links between Holocene landscape evolution and permafrost history, our results emphasize a large uncertainty in using terrain surface indicators to infer ground‐ice contents and upscale from core to landform scale in mountainous permafrost landscapes.  相似文献   

20.
沱沱河流域是长江的发源地之一,其广泛分布的多年冻土对长江源区的产汇流过程、生态系统乃至于区域气候都有着重要影响,对该区域多年冻土分布和特征的调查和了解,可为研究江河源区多年冻土与气候、水文、生态的相互作用关系提供基础数据支撑。2020年10—11月,研究团队对沱沱河源区的多年冻土开展了为期50天的野外调查工作,并在不同下垫面类型、不同地貌部位和不同海拔高度共布设钻孔32个,总钻进深度1 200 m。该文是基于钻孔和探坑资料对沱沱河源区多年冻土特征和地下冰发育状况的初步总结。结果显示,沱沱河源区多年冻土在一定程度上受河流和地热影响形成了局部融区,其多年冻土下界大致在4 650~4 680 m之间;钻孔揭示的多年冻土上限平均埋藏深度为(2.47±0.98) m,部分地区存在融化夹层;受浅表层沉积物岩性和地热的影响,多年冻土下限埋藏深度相对较浅,平均为19.3 m,多年冻土相对较薄,平均厚度为15.0 m;多年冻土下限深度和多年冻土的厚度最大为75.0 m和72.7 m;地形地貌、沉积物特征和地热条件是影响多年冻土厚度存在较大空间差异的主要原因。研究区内地下冰主要分布于15.0 m深度以上范围内,同时也发现了处于萎缩状态的冰核丘与石质冻胀丘,这些现象也一定程度上与该研究区多年冻土退化过程有关。  相似文献   

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