土壤的冷生构造及其对阿拉斯加土地利用的意义

Cryogenic structure (patterns made by ice inclusions) in seasonally frozen and permafrost-af-fected soils result from ice formation during freezing. Analysis of cryogenic structures in soils is essential to our understanding of the cryogenic processes in soils and to formulating land use management interpretations. When soils freeze, the freezing front moves downward and attracts water moving upward resulting in mainly horizontal lenticular ice formation. Platy and lenticular soil structures form between ice lenses in upper active layer. The reticular soil structure usually forms above the permafrost table caused by freeze-back of the permafrost. The upward freeze-back resulted in platy soil structure and the volume changes following the annual freeze-thaw cycle resulted in vertical cracks. The combined result is an ice-net formation with mineral soils embedded in the ice net. The upper permafrost layer that used to be a part of the active layer has an ice content exceeding 50% due to repeated freeze-thaw cycles over time. The mineral soils appear in blocks embedded in an ice matrix. The permafrost layer that never experienced the freeze-thaw cycle often consists of alternate layers of thin ice lens and frozen soils with extreme hard consistence and has relatively lower ice content than the ice-rich layer of the upper permafrost. Ice contents and thaw settling potentials associated with each cryogenic structure should be considered in engineering and land use interpretations.     

A Hazard Assessment Method for Potential Earthquake-Induced Landslides – A Case Study in Huaxian County, Shaanxi Province

The hazard assessment of potential earthquake-induced landslides is an important aspect of the study of earthquake-induced landslides. In this study, we assessed the hazard of potential earthquake-induced landslides in Huaxian County with a new hazard assessment method. This method is based on probabilistic seismic hazard analysis and the Newmark cumulative displacement assessment model. The model considers a comprehensive suite of information, including the seismic activities and engineering geological conditions in the study area, and simulates the uncertainty of the intensity parameters of the engineering geological rock groups using the Monte Carlo method. Unlike previous assessment studies on ground motions with a given exceedance probability level, the hazard of earthquake-induced landslides obtained by the method presented in this study allows for the possibility of earthquake-induced landslides in different parts of the study area in the future. The assessment of the hazard of earthquake-induced landslides in this study showed good agreement with the historical distribution of earthquake-induced landslides. This indicates that the assessment properly reflects the macroscopic rules for the development of earthquake-induced landslides in the study area, and can provide a reference framework for the management of the risk of earthquake-induced landslides and land planning.     

冲击矿渣堆的人工冻结技术研究及合理采矿技术的进展

The tailing dump of concentrating mills is specific ground massifs in permafrost areas, which -impacts on geological environment heavily. The deposits are important, namely, the sources of the rare metals in the Norilsk industrial area. The engineering process of the permafrost tailing dump mining is discussed in this paper based on the study of the artificial cryogenesis.     

Permafrost and taliks and their changes on the south and north banks of the Tuotuo River in the Qinghai-Tibet Plateau under the climate warming北大核心CSCD

The distribution of permafrost and taliks is very complex in the Tuotuo River Basin(TRB), which is located in interior of the Qinghai-Tibet Plateau. Characterizing the spatial distribution and the thermal stability of permafrost and taliks is of great significance to community activities and engineering construction in TRB. Based on the zonation of permafrost and talik distribution around TRB conducted in the 1980s, the soil temperature and its variation process of permafrost and taliks in the south and north banks of the Tuotuo River were analyzed by using the observation data of five boreholes(N1~N5)along the Qinghai-Tibet Railway in the north bank and five boreholes(S1~S5)on the first terrace in the south bank. The results showed that, under the climate warming, permafrost and taliks in the north banks experienced significant degradation and warming process. From 2005 to 2020, the permafrost at the N1 borehole has undergone a significant down-draw degradation process, from extremely unstable and high-temperature permafrost to thawed zone. From 2005 to 2013, the annual average ground temperature of the talik at N2 increased at a rate of 0. 3~0. 4 °C·(10a)-1. At Maqutang on the south bank, permafrost prevails from the first-class terrace to the gentle slope of the Kaixinling Mountain, with both through and non-through taliks on the first-class terrace. The spatial distribution and the thermal stability of permafrost and talik in the TRB are further promoted by analyzing the changes in temperatures at boreholes in the basin. However, to meet the requirements of mapping and engineering construction of permafrost and taliks in the TRB, it is still necessary to carry out geological investigation with multiple methods and in-depth research on development mechanism of taliks in the future. © 2022 Nanjing Forestry University. All rights reserved.     

初冬季节青藏高原清水河地区甲烷排放率变化(英)

As the globally largest area covered by high altitudinal permafrost, the Qinghai-Tibet Plateau may contribute substantially to atmospheric CH4 budget when global warming. Preliminary observations on CH4 emission at Qingshuihe from November 5 to 14, 1995 show that alpine grassland may be a small source for atmospheric CH4 during early winter. The emission rates of CH4 from moist grassland surface varied from-16. 1 to 23. 9 μg. m-2h-1, with an average of 1. 82 μg. m-2h-1. Emission rates of CH4 from water surface of Qingshuihe River were from -21. 0 to 37. 1 μg. m-2h-1, with an average of 1. 56 μg. m-2h-1. The emission rates of CH at 30 to 200 cm in depth ranged from-69. 0 to 36. 0 μg. m-2h-1, with the average rate at these depths varying from -2. 15 to 2. 04 μg' m-2h-1. The mean emission rates of CH4 in the active layer and permafrost indicate the lower part of active layer tends to release CH4, CH4 is absorbed at low rates in the middle section and in the vicinity of permafrost table, and net fluxes of CH4 is emitted from the soils in the upper part. During the observation periods, the methane concentrations in static chambers and emission rates of grassland and water surface displayed noticeable diurnal variations. The water/ice content may play important role in the spatial variations of methane emission rates. The emission rates of methane is weakly correlated with the ground temperatures at sampling depths and air temperatures. The observed emission rates of methane from the comparatively dry and sandy grassland soils are quite low compared with that observed in the permafrost regions in the high latitudes.     

多年冻土地区金刚石矿的环境问题--以Yakutia 西北部Anabar矿为例

Placer diamond mining in the Anabar area involves various operations that cause long-term (nearly a quarter of a century) environmental impacts. The long history of mining activities, the technology used to mine the placers, as well as the poor assimilative capacity of the natural systems can result in serious environmental impacts in the area. The primary geochemical processes in the diamond-bearing area are affected by the occurrence of permafrost and relict ice, the lengthy duration of ice cover in water bodies, and the widespread development of cryogenic processes. This promotes physical migration of contaminants, cryogenic metamorphization of waters, and long-term accumulation of organic contaminants in low-temperature, reduction and sedimentation barriers. In this paper, some environmental and geochemical effects of diamond mining in the Arctic area are discussed.     

Temporal and spatial distribution of Au-Ag polymetallic ore deposits and source of oreforming materials in the ZhangjiakouXuanhua mantle-branch metallogenetic zone

The Zhangjiakou-Xuanhua area is a mineral resource-concentrated area for gold-silver polymetallic ore deposits. The temporal and spatial distribution and origin of mineral resources have been argued for a long time. Based on the comprehensive studies of geochronology and sulfur, lead, oxygen, carbon and noble gas isotopes, it is considered that the temporal and spatial distribution of mineral resources in this area is obviously controlled by the Zhangjiakou-Xuanhua mantle branch structure, as is reflected by the occurrence of gold deposits in the inner parts and of Ag-Pb-Zn polymetallic ore deposits in the outer parts. The mineralization took place mainly during the Yanshanian period. Ore-forming materials came largely from the deep interior of the Earth, and hydrothermal fluids were derived predominantly from Yanshanian magmatism.     

表生风化作用下多年冻土土壤的理论粒径分布

The paper discusses the distinctive features of grain size distribution of permafrost soils formed under conditions of continental lithogenesis and cryogenic weathering of rocks. As a functional consequence of surface erosion of mineral particles, the log-normal distribution of the density function of grain size is derived confirmed for any conditions and sediment types.     

多年冻土区路桥过渡段的一种新结构

The design of roadbed-abutment transition part is always a challenging problem in transportation engineering, especially in permafrost distribution zone. A new type of roadbed-abutment transition part on permafrost was presented, and long-term observation was conducted for the deformation and the thermal regime of a roadbed-abutment transition part in the constructing Qinghai-Tibet Railway. In this paper, a new structure was presented and the observed settlements both in the subgrade and the base and its dependency with the thermal regime (permafrost table) were analyzed. In conclusion the roadbed-a-butment transition method for permafrost distribution zone was evaluated.     

多年冻土地区建筑物地基的热稳定性技术

Thermal stabilization of soils (including freezing of thawed soils and cooling of permafrost) is known to be the effective method providing stable support for buildings and structures in cold regions.Seasonal thermo-stabilizers (STS) are mainly used in construction. The predicted climate warming because of natural and man-caused factors determines wide application of STS in permafrost regions. A STS transfers heat from its underground part (evaporator) to the aerial part (condenser) owing to natural temperature difference between them during a cold season. We have been working out and manufacturing different types of two-phase, vapor-liquid STS. Aluminum alloys are used in our STS to prevent corrosion and to increase their efficiency. They are successfully used in the northern regions of Western Siberia, in particular, at the railway Obskaya Bovanenkovo. The paper presents some technical parameters of new STS, the results of their experimental study and computer simulation, as well as experience features.     

青藏铁路冻土区土体冷生过程对路基变形影响

一般地区路基土体变形主要受土体压密过程控制,青藏铁路冻土路基变形则主要是受土体冷生过程影响和控制。通过对填土路基修筑后土体冷生过程以及工程实测数据分析,指出冻融过程不同阶段冻土路基变形与土体冷生过程有着密切关系。认为控制填土路基冷生过程稳定时间和填土路基地温场形态,是减少冷生过程和铁路长期运营过程中路基变形、保证冻土区路基工程长期稳定性的有效途径。此认识已经在青藏铁路冻土区路基工程建设实践中得到证明。     

青藏铁路多年冻土区路基变形裂缝发生机理及其防治

青藏铁路多年冻土区路基工程的修建,改变了路基基底多年冻土的热量平衡状态.通过对青藏铁路多年冻土区试验工程和已经施工的路基工程所发生的变形裂缝的调查和分析,认为多年冻土区路基几何尺寸不对称和路基边坡坡向不同导致的路基人为上限形态不同,是造成多年冻土区路基温度场不对称以及基底土体冻结融化过程不同步的主要原因,也是造成路基变形裂缝的主要原因.文章在此基础上提出了减少或消除路基温度场不对称,从而减少或消除这类变形裂缝的主要工程结构形式和工程措施,作者的看法和结论已经在2003年青藏铁路冻土区路基工程设计和成形路基补强工程措施设计中得到广泛应用.     

青藏铁路填土路基热-力耦合离散元研究

多年冻土是含有冰的特殊土体,在自然环境变化及工程扰动下易发生冻胀融沉变形,严重威胁着青藏高原工程建筑物的安全稳定,特别对青藏铁路的畅通运营提出了严峻挑战。以青藏铁路五道梁地区路基断面为研究对象,采用颗粒离散单元法,通过建立热-力离散元计算模型,对路基的温度场和变形进行了计算和预测。结果表明：离散单元法克服了有限元方法无法模拟颗粒间导热与接触粘结作用的瓶颈,能够从微观层面阐释宏观变化,较为真实地反映冻土的导热和力学变形;离散单元法数值计算分析发现,随着运营时间的增加,路基存在冻土退化问题,而且路基中颗粒间热交换复杂,在0 ℃等温线区域和路基坡脚处,颗粒间相互作用更为突出。热-力耦合离散元为冻土工程研究提供了新思路,可更好地为寒区工程服务。     

内蒙古鄂尔多斯高原古冰缘遗迹科学考察研究进展

冰缘遗迹（特别是冷生楔形构造及融冻褶皱）是重建古气候及第四纪晚期多年冻土环境的重要证据。内蒙古鄂尔多斯高原是我国北方地区冰缘现象最为发育的地区之一。为准确了解鄂尔多斯高原冰缘遗迹类型及其分布特征、区域冻土演化历史等,中国科学院西北生态环境资源研究院和荷兰自由大学共同组成科研小组,于2018年5—6月组织了“鄂尔多斯高原冰缘遗迹科学考察”。考察区域涉及靖边—城川—乌审旗—鄂尔多斯东胜区一带约12 000 km²的范围。考察内容主要包括鄂尔多斯高原冰缘遗迹类型及特征、分布区域、各类型冰缘遗迹所指示的气候条件的初步推断等。结果表明：冻融褶皱和冷生楔体构造是鄂尔多斯高原主要存在的两大类冰缘遗迹。基于本次考察中关于冰缘遗迹的分布与特征等新发现,并综合前人研究成果,初步推断：在气温极低、多年冻土非常发育的时段,有利于形成各类冷生楔状构造,如冰楔假形和大型原生砂楔等;在气候转暖、多年冻土退化,但还没有全部融化完阶段,可能形成融冻褶皱;区域性大面积分布和成群出现的融冻褶皱一般反映较暖气候环境下,多年冻土层上部已退化到一定程度。基于光释光（OSL）年代测试结果,结合冰缘遗迹的特征及其所指示的古气候环境,初步重建了鄂尔多斯5万年以来的冻土环境变化序列。区内多年冻土在多年冻土最大期（LPM,25~19 ka BP）时最发育,以大面积连续多年冻土为主;之后,随气温转暖,总趋势呈退化状态,多年冻土分布逐渐变为片状→岛状→零星斑状,直至现今全部融完变为深季节冻土区。     

中俄原油管道(漠河—大庆段)地基土融沉稳定性评价研究

中国-俄罗斯原油管道工程(简称中俄原油管道)规划全长1,035 km,中国境内段965 km,俄罗斯境内段70 km。中俄原油管道(漠河—大庆段)穿越约500 km多年冻土区,沿途地形起伏,水系和沼泽发育,冻土工程地质条件复杂,影响因素多样。提出以管道地基土的最大融沉变形量为评价准则,以多年冻土的年平均地温和含冰量为评价指标,对多年冻土进行工程分类,并依据分类结果进行评价。依据计算结果以-1.0℃和-2.0℃对中俄原油管道沿线多年冻土进行冻土工程分类。具体分为:稳定型、过渡型、高温不稳定型(-1.0~-2.0℃)以及极高温极不稳定型(≥-1.0℃)。分别对应良好、较好、不良以及极差评价结果,并以此为基准选择传统埋设、埋设、埋设+换填、埋设+换填+隔热或架设等管基设计原则。对管道沿线约430 km多年冻土区进行了详细和逐段的评价。评价结果表明评价指标简单、实用,评价结果合理、恰当,可推荐在其它多年冻土区类似管道工程中使用。     

青海高原冻土退化的若干事实揭示

利用地理信息系统技术和数理统计学方法,分析了青海高原冻土分布的时空演变规律,揭示了其退化的若干事实.研究表明:季节冻土和多年冻土在青海高原分布十分广泛;季节冻土具有显著的年内变化特征,冻土的融化过程通常较冻结过程复杂的多,且与地形因子和土壤特性等具有密切的关系.近几十年来,冻土表现为地温显著升高、冻结持续日数缩短、最大冻土深度减小和多年冻土面积萎缩、季节冻土面积增大以及冻土下界上升等总体退化的趋势.     

冻土导热系数热流计法模拟试验及成果分析

导热系数表征物体内部较热部分向较冷部分传递热量的能力,冻土导热系数是冻土区天然温度场变化研究和土木建筑热工计算中的重要指标.介绍了冻土导热系数热流计法测试的仪器设备和试验方法,对取自大兴安岭多年冻土带的5种典型扰动土料,分别进行冻融两种状态下热流计法模拟试验.通过回归分析,得到估计这5种冻土导热系数的经验公式,同时分析...