25 August 2003, Volume 25 Issue 4
    

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  • WANG Gen-xu, MA Hai-yan, WANG Yi-bo, CHANG Juan
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 359-367. https://doi.org/10.7522/j.issn.1000-0240.2003.0066
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    Physical, chemical and environmental consequences due to land use changing from cultivated land to desert grassland or vice-versa were monitored in the middle reaches of the Heihe River, one of the largest inland basins of arid northwest China. The measurements include soil quality change, soil organic carbon loss, N and P loads in surface waters, amongst others. In the first 3~5 years of cultivation the soil nutrient content of various former grasslands, including mountain-meadow and plains-meadow grasslands, decreases significantly. After some 10 years of cultivation, soil nutrient content in former mountain meadow grasslands remains unstable, whereas that in desertified grassland, where cultivation has simply been abandoned, shows a slight increase. Under the latter condition, N and P in soil lose at a rate of 4.68 Mg·hm-2·yr-1 and 6.78 Mg·hm-2·yr-1, respectively, over a 13-years period. The transformation of grassland into cultivated land and that of cultivated land into desert grassland results in organic carbon emission of 1.68 tg C and 0.55 tg C, respectively, over 10 years. Land use change in the arid inland regions clearly has a significant influence on the soil organic carbon pool and carbon cycle. Drops in soil N and P lead to 63.3% and 34.1% mean enrichment of N and P, respectively, in the downstream water, and then cause a serious environmental problem for the inland regions of Northwest China.
  • ZHANG Qiang, JIANG Tong, SHI Ya-feng, SU Bu-da
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 368-374. https://doi.org/10.7522/j.issn.1000-0240.2003.0067
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    Comprehensive collection and further study performed on the 14C data materials of buried paleotrees, peat and shell ridges indicate that there exists close relationship between flood occurrences and climate changes in the Yangtze River Delta. The frequent flood periods are corresponding to the climatic transition periods. The study region, characterized by low-altitude geomorphology, is influenced by the high sea level more seriously with flooding events. High sea level causes drainage of surface water during wet climate periods more difficult, leading to more serious inundation and higher frequency of flooding. Comparing the studied results on paleoflood occurrences in the Yangtze River Delta and in the America indicates that the features of climate changes in the Yangtze River Delta, and even in the whole Yangtze drainage basin, are similar to those in other places of the world, but the study region has its own local characteristics of climate changes. Also, it is indicated that there exists close relationship between flooding occurrences and El Nino events. Further study should be made on this relation, which is meaningful practically and theoretically in the future forecast of the flooding events in the region.
  • LIU Xiao-hong, QIN Da-he, SHAO Xue-mei, ZHAO Liang-ju, CHEN Tuo, REN Jia-wen
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 375-379. https://doi.org/10.7522/j.issn.1000-0240.2003.0068
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    Reconstruction of autumn precipitation from stable carbon isotope series in Nyingchi Prefecture of Tibet Autonomous Region, together with the trend and phase analyses of past 350 years precipitations by method of wavelet, it is found that there are about 2~3 years, 13 years and 36 years cycles in precipitation series. The complex of precipitation period and abrupt change at different time-scale using the methods of wavelet and moving-t is analyzed. Finally the possibility due to abrupt climate change is discussed. The shorter the time-scale, the more abrupt change occurs.
  • WANG Xin, XIE Zi-chu, FENG Qin-hua
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 380-388. https://doi.org/10.7522/j.issn.1000-0240.2003.0069
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    According to the linear relationship between ELAh and Hme, ELAhc (calculated snow line) can be obtained. Based on calculation, the distribution of ELAhc can be mapped. Further study about minimum glacier size of climate oriented in glacier system (Slim) and climate snow line (Hcli) revealed: snow line. (1) The difference between average ELAhc and average ELAh in the glacier system was not more than 100 m (except 180 m for 5Y67) and the extracting roots of variances of the difference between ELAhc and ELAh were also acceptable (except less than 200 m for 5Y68). So the ELhc were reliable. (2) It is found that small glacier’s ELAhc varies widely in the glacier system, but with glacier size enlarging, it will be fixed at a narrow range. From the variation of ELAhc against glacier size in Tarim River branch glacier systems, bottom logarithm curve equation and top logarithm curve equation have been found out by edge glaciers in different glacier size. Then, the minimum glacier size of climate oriented in glacier system (Slim) was defined as a certain glacier size, of which ELAhc varies in a narrow range (about 400 m wide) with the glacier area increasing in terms of glacier system’s bottom and top logarithm curve equation. It is another basic characteristic parameter of glacier system that the larger Slim is, the more complicated glacier system is. (3) Influenced by climate causes and non-climate causes, the ELAhc in glacier system distributes widely. But prevailing climate condition in a certain glacier system primarily controls the reducing of bottom curve and top curve. So the Hcli calculated from logarithm equations can be regarded as climate snow line of a glacier system. (4) Both the distributions of ELAhc and Hcli show a varying trend from south to north. The Hcli goes down from about 5700 m to 4000 m as a whole with latitude; and the Hcli also differs from west to east with increasing longitude because of water vapor changing from west to east.
  • HAN Tian-ding, LI Zhong-qin, YE Bai-sheng
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 389-393. https://doi.org/10.7522/j.issn.1000-0240.2003.0070
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    Strong signals of climatic shift from warm-dry to warm-humid have been seen in the western part of the Tianshan Mountains of China and their neighboring regions since 1987. Runoff from the ice-free cirque has increased continuously at the headwaters of the Ürümqi River in the Tianshan Mountains since the mid 1980s, especially since 1996, the runoff has stood at a high level, higher than the mean level over the past ten years. The main reasons are: Precipitation has increased continuously at the headwaters since 1985, especially since 1996; Temperature has appeared an increasing trend since the 1980s, mainly from 1997 to 1999; Increase of temperature in permafrost active layers brings about a strong thawing of ground ice. All factors mentioned above cause an increase in runoff.
  • LIU Xiao-dong, SUN Li-guang, XIE Zhou-qing, YIN Xue-bin
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 394-400. https://doi.org/10.7522/j.issn.1000-0240.2003.0071
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    Grain-size distributions of sedimentary materials are widely used to glean information about sedimentary process and environment. The most common unit of measurement for such size distributions is weight of materials within a certain size range. In this paper, the method presented by Hooke et al. (1995) is applied to analyze size distribution. The grain-size distributions of the sediments from the margins of Nelson Ice Cap are presented as bivariate plots of log number of particles against log particle diameter. For comparison, the grain-size distributions of samples from eolian and lake sedimentary environments are also studied. It is shown that the fractal features of the sediments under different sedimentary environment display obvious difference. Periglacial sediments have remarkable fractal features, with fractal dimensions of approximate 2.9, similar to findings by Hooke and Iverson (1995) for the deforming tills collected from beneath modern glaciers. While the samples from lake sediments and eolian sediments do not have fractal size distribution. This can be used as new diagnostic criteria to discriminate the sedimentary environment for the sediments in Antarctica. The fractal features of the samples from the margin of Nelson Ice Cap have significant environmental implications. The fractal values of the periglacial sediments have a close relationship with mean grain size, standard deviation and hydrodynamic intensity. The geochemical characteristics of a series of sediments N1 and the surface textures of quartz grains in the sediments indicate that N1sediments are the products of glacial process, and have nothing to do with the chemical weathering. Further research suggests that the fractal dimensions of samples from the margin of ice sheet are the integrated results of glacial dynamic process, sedimentation environment and climatic environmental evolution. According to the changing trend of the fractal dimensions, it is possible to reconstruct the evolutionary history of the palaeoclimate environment and the advance/retreat of the ice sheet.
  • WANG Yan-guo, LI Min-xue, WANG Jing, WANG Jian-wen, MAO Wei-yi, WANG Shun-de
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 401-408. https://doi.org/10.7522/j.issn.1000-0240.2003.0072
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    The Tarim River Basin is located in the southern half of Xinjiang Uygur Autonomous Region, PRC. It is surrounded by mountains on three sides and is a closed-basin with no outlet to the sea. From the confluence of its three main contributing tributaries, the Tarim River mainstream extends some 1300 km to Taitema Lake. There are numerous other rivers coming down from the mountains that disappear into the desert. The three tributary river systems that contribute flows to the Tarim River (Aksu, Hotan and Yarkand) join just above the Aler gauging station where the Tarim River begins. In addition the Kaidu-Konque River Basin, which is hydrologically separate from the Tarim River, contributes water to the Tarim River by means of a man-made transfer channel. Actual annual contributions under existing conditions 29×108 m3 for Aksu, 12×108 m3 for Hotan, 1×108 m3 for Yarkand, and 1.5×108 m3 for Konque, for a total of 43.5×108 m3. All of this water is consumptively used before reaching the "green corridor" in 19742000. Total stream flow of four headstreams of the Tarim River in 2001 is 266.5×108m3, more 40.70×108m3 than annual mean streamflow, increasing 18% to annual mean value, and 2001 is a wet year. Before entrance to mainstream of the Tarim River, water consumption of four headstreams sum up to 220.0×108m3, more 43.4×108m3 than annual mean water consumption, and increasing 24.6%. Total amount of water contributed to Tarim River in 2001 was 46.48×108m3, reduced 1.64×108m3 comparing to 48.12×108m3 of annual flow. In 2001, streamflow at Aler Gauging Station where the Tarim River begins was 45.72×108m3, close to annual mean flow of 46.00×108m3. The interzone water consumption of the Tarim River are estimated to be 24.77×108m3 for the upper course, 18.94×108m3 for the middle course and 2.025×108m3 for the downstream course. Historical annual flows average over 40×108 m3, but for the past two decades there has essentially been no flow below Daxihaizi Reservoir, 300 km upstream of Taitema Lake. This 300 km reach referred to as the "green corridor", has thus been without any significant or sustained flow during this 20-year period. As a result, the forest of Populus diversifolia, which was once supported by the flows downstream of Daxihaizi Reservoir, is now no longer viable. In 2001, an emergency water diversion project was carried out in the "green corridor", transfer water from Bosten Lake to the Taitema Lake, and fed the "green corridor", ended the 30-years no flow history of 300 km upstream of the Taitema Lake, and ecological environment started to be restoring.
  • HU Xing-lin, CHANG Jun-jie, YAO Zhi-zong, JIA Huai-sen
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 409-413. https://doi.org/10.7522/j.issn.1000-0240.2003.0073
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    The Taohe River Basin was generalized and zoned, according to the theory and the methods of hydrology system models and the following two postulates: a difference in distribution of hydrological factors and a synchronism of runoff-producing and runoff-collecting. A hydrology forecast model is put forward for the Minxian section, of which the upper reaches are moisture areas and the lower reaches are arid and semi-aid areas. The verifying coefficient is 0.98 and the qualification rate is 92.8%, determined by a synthesis of history information. While the verifying coefficient is 0.96~0.99 and the qualification rate is 81.8%~93.4%, determined by testing for 1996~2000. The forecasting is accurate and meet to the technology standard of Class A of the People’s Republic of China, SL250-2000 《Norm of Hydrological Information and Forecast》. The model possesses some strong points, such as simple configuration and convenient application and perfect precision. So the model possesses an extensive applied foreground in arid and semi-arid areas.
  • XIE Chang-wei, DING Yong-jian, LIU Shi-yin, WANG Gen-xu
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 414-422. https://doi.org/10.7522/j.issn.1000-0240.2003.0074
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    Climate and water environment is different between the source regions of the Yangtze River and that of Yellow River. Climate in the source regions of the Yangtze River is colder, with mean annual temperature below 0℃ in the most of the regions. But mean annual temperature of the source regions of the Yellow River is higher than 0℃. Precipitation is less in the source regions of the Yangtze River, ranging from 250 to 480 mm, while precipitation ranges from 300 to 760 mm in the source regions of the Yellow River. So the surface runoffs in the two hydrological systems have some difference in distribution within a year and multi-annual variation. By analyzing runoff variations within a year and multi-annual variation in the source regions of the Yangtze and Yellow Rivers, it is found that the surface runoff in the source regions of the Yellow River has uniformity distribution feature in comparison with that in the source of the Yangtze River. It is identified that there were 21 low water years and 19 rich water years in the period from 1961 to 2000 in the source regions of the Yangtze River. But in the source regions of the Yellow River there were 27 low water years and 17 rich water years from 1956 to 1999. In the recent 40 years, the runoff evolution in the source regions of the Yangtze River experiences a process of wet-dry-wet-dry. However in the source regions of the Yellow River it is a process of dry-wet-dry. Mean annual runoff in the source regions of the Yangtze River has a period of 8~9 a obviously. But in the source regions of the Yellow River the period is 7~8 a. The factors, such as precipitation and temperature, which influence runoff mainly, are analyzed by multiple regressions. It is found that temperature is more active in the source regions of the Yangtze River and precipitation is more prominent in the source regions of the Yellow River. Water environment in the cold regions is more important in the source regions of the Yangtze River rather than in the source regions of the Yellow River. It is the leading cause why there is different in runoff between the source regions of the Yangtze River and the Yellow River.
  • HE Qing, YANG Qing, LI Hong-jun
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 423-427. https://doi.org/10.7522/j.issn.1000-0240.2003.0075
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    Analyzing the observations from 8 weather stations in the north Xinjiang Region and 8 weather stations in the south Xinjiang Region, as well as 8 weather stations in the Tianshan Mountains, during 1961-2001, the changing features of air temperature, precipitation, sand-dust storm, blowing-sand and floating dust in the region are revealed. It is found: 1) Air temperature has an increasing trend obviously. Temperature from 1991 to 2000 was higher than that from 1961 to 1990, with an increase of 0.8℃ in the north and 0.5℃ in the south and in the Tianshan Mountains. 2) Generally precipitation change has an obviously increasing trend. Comparing precipitation from 1991 to 2000 with that from 1961 to 1990, it is found an increase of 20.4% in the south, an increase of 11.3% in the north and an increase of 9.8% in the Tianshan Mountains. 3) The inter-decadal changing tends of various sand-dust weathers on the south and north is basically similitude; the sand-dust weather has obviously decreased since the 1980s. 4) There is a better linear correlation between the sum of occurring days of sand-dust storm, blowing-sand and floating dust and the temperature and precipitation in spring in the south.
  • ZHANG Xin-ping, YAO Tan-dong, LIU Jing-miao, TIAN Li-de
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 428-432. https://doi.org/10.7522/j.issn.1000-0240.2003.0076
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    The temporal and spatial variations of stable isotopic composition in precipitation under different time scales are analyzed using the data of 12 IAEA/WMO sampling stations that have long-term series in the Northern Hemisphere. Under seasonal scale, the elected 12 stations have notable amount effect, and the magnitude of δ18O/precipitation gradient is indirectly proportional to precipitation at a certain extent. The analyses show that the amount effect is not only related to strong convection of generating heavy rainfall but also to seasonal distribution of precipitation. For the latter, the seasonal distribution of mean precipitation is just contrary to that of mean temperature. Under annual scale, 11 among the 12 stations have temperature effect of certain degree. The only exception, Valentia, is located in Ireland and borders on the North Atlantic. The different weather systems and vapor origins complicate stable isotopic variations in precipitation. Comparatively, the mean δ18O/temperature gradient at mid-low latitudes is greater than that at mid-high latitudes. The composite positive correlation between δ18O and temperature is more marked, compared with that of single station, showing the interannual variation of δ18O is mainly controlled by large-scale weather condition and mirrors the environmental and climatic change on large-scale space, but no local influence. Additionally, the interannual variation of the composite annual weighted mean δ18O is in agreement with that of the mean annual temperature: the mean δ18O and mean temperature is -5.57‰ and 20.59℃, respectively, in the 1960s of the 20th Century. The mean δ18O and temperature changed at a low level successively after the 1970s and got the minimums, -9.06‰ and 13.91℃, in the early 1980s, decreased by 3.59‰ and 7.22℃, respectively, compared with the maximum values in 1970, in this period. Since then, the mean δ18O and mean temperature went up successively, and got the new highs, -5.23‰ and 20.38℃ respectively, increased by 3.82‰ and 6.47℃ compared with the minimums in the 1980s. Comparatively, the fluctuant extent of δ18O curve is markedly greater than that of temperature curve, showing that, from another aspect, the δ18O under annual scale has globality.
  • PAN Wei-dong, ZHAO Su-chang, XU Wei-ze, YU Shao-shui, MA Wei-dong
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 433-438. https://doi.org/10.7522/j.issn.1000-0240.2003.0077
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    As a high-effective heat conduction set, thermal probe can be used for enhanced thermal stability of building basement in permafrost.In this paper, some basic circumstances of using thermal probe in test roadbed in the Tibetan Plateau permafrost regions were introduced. Working state and effective radius of them were analyzed. Ground temperature field of roadbed itself and its bed were comparatively analyzed for various climate conditions. Since the end of 2001, cold reserve in basement of a roadbed has increased in evidence. It is effective and successful using thermal probe to protect frozen soil and enhance its thermal stability.
  • DOU Ming-jian, HU Chang-Shun, DUJI Ruo-bu, HE Zi-wen
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 439-444. https://doi.org/10.7522/j.issn.1000-0240.2003.0078
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    There are many depressions, waves and cracks on the pavement of the Qinghai-Tibet Highway in permafrost regions. According to investigation, dynamic penetration test, core analysis and deflection test,the relations between the troubles and climate, thawing of permafrost under the embankment, load-bearing capacity of foundation, material of pavement structure layer are discussed in this paper. The conclusion is come that strong ultraviolet ray causes asphalt pavement ageing, low temperature and dry climate cause the strength of concrete pavement and cement- stabilized base lowering, and change in permafrost under the surface causes asphalt pavement depressing and rippling and falling.
  • LI Zhi-jun, WANG Yong-xue, QU Yue-xia, LI Guang-wei, LI Chun-hua, WANG Xi-wen
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 445-452. https://doi.org/10.7522/j.issn.1000-0240.2003.0079
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    Semi-circular breakwater is a kind of reinforced concrete structure that consists of an arch ring and a base slab. It is used in harbor construction and estuarine guide jetty engineering in open water areas of China. However, for building semi-circular breakwaters in the ice-infested Bohai Sea, a calculation of ice load on the structure is needed. Therefore, utilizing the DUT-1 synthetic model ice, a series of physical model tests of ice forces on the semi-circular breakwater were carried out in a wave-current flume. For knowing the credibility of test set-up, 5 inclined slope walls were tested first, and the test results of ice failure phenomena and ice forces on the structures were compared with Croasdale’s two-dimensional ice force theory concerning sloping structures. After verification from the slope walls tests, 28 group model tests of semi-circular structure with 2 model ice thicknesses and 5 water levels were done. The slope wall models and semi-circular breakwater model with 1:25 scale were made of organic glass. To simulate the friction coefficient between concrete surface and natural ice, the original glass surface was milled so the measured kinetic friction coefficient of model ice with rough surface was 0.25. A CCD kite-Camera installed above the flume and a CCD side-glance camera installed on the side of the flume recorded the model ice sheet failure, broken ice pieces climbing on the semi-circular structure, and broken ice pieces accumulating in front of the structure. For reading the images easily, the images from these two CCDs were shown and recorded on one screen. Two load sensors monitored the horizontal and vertical ice forces, respectively. Ice failure, pile-up and the characteristic ice forces were obtained based on these basic recorded data. Using the recorded ice forces, ice climb, ice accumulation, measured model ice density, flexural strength, compressive strength, elastic modulus, kinetic friction coefficient, model ice thickness and structure width, empirical formula for predicting ice force on a semi-circular breakwater was determined. The horizontal ice force formula consists of three parts: flexural failure force, crush failure force and climb as well as cumulative force. It can be expressed as Fhi=aDσfE-0.25h1.25+b1chb2+iDhr (1-cosα). In this formula, the structure width and radius are also considered. There are special situations of flexural failure force on slope structures and crush failure force on vertical structures in the formula. The vertical ice force on the semi-circular breakwater is different from that followed Croasdales formula, because accumulation in front of the structure has a special feature; therefore the formula can express the contribution of ice flexural and broken ice pieces accumulation. The vertical ice force on the semi-circular structure is Fvi=dDσfE-0.25h1.25. The coefficient d expresses that the force of climb and accumulation in the horizontal direction increases with tangential angle in the range of 0~60°, and decreases with the angle from 60 to 90°. Comparison with typical slope and vertical situation shows that these formulas can be used for calculating design ice forces on the semi-circular structure. The first case is semi-circular breakwaters in Tianjin Harbor. In the case the design ice index are 40 cm in ice thickness, 2.2 MPa in compressive strength, 320 kPa in flexural strength and 2.1 GPa in elastic modulus.
  • LI Nan-sheng, LI Hong-sheng, DING De-wen, WAN Shu-xia
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 453-460. https://doi.org/10.7522/j.issn.1000-0240.2003.0080
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    The two-dimensional phase change temperature field of petroleum pipelines in seasonally frozen ground regions under severe climate conditions is studied. Through conformal mapping w=F (z), the irregular boundary configuration is adjusted into regular one and general form of unsteady phase change heat conduction and interface energy-balance equation on mapping coordinate are derived as following: Singular perturbation method is used to solve unsteady phase change temperature question. The perturbation parameter ε used in the expansion solution is as ε=cs(Tf-Tw)/L. The zero-order expansion term of frozen and thawed phase and interface equation are solved. Because the factor of the term ∂v/∂t in the zero-order thawed phase equation is a function of |dw/dz|, Galerkin’s method is used to solve the perturbation equation. Besides researching the temperature field of oil-pipeline system, the thermal parameter relating to temperature and numerical examples are also discussed.
  • ZHANG Xiao-peng, XING Huai-nian, HUANG Cheng, LIU Wei-bo, LI Lun
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 461-464. https://doi.org/10.7522/j.issn.1000-0240.2003.0081
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    Coal is always frozen into block with water in transportation for the purpose of being fixed up and not burned. As a sort of multiple components and a granule aggregation in dispersed state, frozen coal behaves similar to frozen soil. On the basis of its unique ice-cementation effect and the existent of non-frozen water that varies with dynamical balance state between the frameworks of mineral granule, the mechanical behaviour of frozen coal is more complex than usual incompact medium, dependent on load, vibration period and temperature. In order to make it easy to unpack frozen coal, people prefabricate some cracks on it before transportation. In this thesis, experimental study of fracture toughness of frozen coal at low temperature is presented. Three-point bending tests are conducted on frozen coal so as to determine its fracture toughness KIC under various crack length. Sample dimension must meet three essential conditions: plane strain condition, linear elasticity condition and ligament size condition. After the tests, KIC was calculated from the test data, which should be taken take into account with the three essential conditions to validate the validity of the test. The test results show that the value of KIC of frozen coal decreases with shortening the crack length. Thus the crack should be prefabricated deep customarily. But due to vibration action from the carriage, the crack may be getting deeper. So under vibration action, the depth of crack should be prefabricated equal to the reality. Sample preparing, test equipment construction, calculation formula of KIC, of plastic area in crack peak, phenomena of inactivation and development of crack are also discussed.
  • WANG Jun-xia, YAO Tan-dong
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 465-470. https://doi.org/10.7522/j.issn.1000-0240.2003.0082
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    The concentration of MSA in ice cores exhibits a consistent and strong seasonal cycle, with a maximum concentration in summer layer and a minimum in winter layer. The relationships between MSA and temperature, sea-ice and ENSO events are different from different areas. Because MSA in ice cores has the mechanism of migration and relocation in certain conditions, it is doubtable to determine the simultaneous aerosol concentration by using MSA detection of ice cores, which may bring about more uncertainty. This review summarized the researches of MSA in ice cores from Antarctic Peninsula, Arctic Greenland Ice Sheet and so on. The foreground by using MSA to study the global change is also discussed and prospected.
  • WANG Shuang-jie, LI Zhu-long, WU Jing-min
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 471-476. https://doi.org/10.7522/j.issn.1000-0240.2003.0083
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    In this paper, the state-of-the-art of the research on highway construction in permafrost regions of China is analyzed, and the research works in the permafrost regions along the Qinghai-Tibet Highway are introduced. State the results of the research in the east of the Tibetan Plateau, where permafrost is degenerating, also guide the research work in island-permafrost regions in the Xiao Hinggan Mountains. Based on the studies and practice for many years, some new topics and new ideas are put forwards to the highway construction in permafrost regions. There are more than 600 km of the Qinghai-Tibet Highway passing through permafrost regions. Since 1973, more attention has been paid on them. From that time, research works were completed thrice, the first one carried out from 1973 to 1978, the second one from 1979 to 1985, and the third one from 1986 to 1999. Furthermore, since 2001 a new project about the whole technique for the highway construction on the permafrost regions of China has been undertook, not only for the permafrost regions in the Tibetan Plateau, but for the permafrost regions in Northeast China. In the first research on the Qinghai-Tibetan Highway, a design standard was put forward, which is used today in a certain condition. The main result of that time was using black pavement on the plateau, which was the first time to use black pavement on permafrost region in the world. Several experiences about black pavement were obtained, such as asphalt volume, requirements of materials, and methods of construction. Nine types of pavement were recommended. In the second period, there were four main aspects studied, the underground ice along the Qinghai-Tibet highway, the stability of subgrade under an asphalt pavement, the selection and construction of asphalt pavement, and the base of bridge and culvert.In the third period, the main studies involved the engineering geology of plateau permafrost, the stability of highway, the usage of asphalt and modified asphalt pavement, and the culvert engineering, such as using corrugated steel pipe and heat pipe, and the database of engineering and permafrost. The problems about the stability of highway included subgrade temperature fields, subgrade deformation, design principle of subgrade, and methods to keep subgrade stable, such as elevating fill height of subgrade, using steel-fiber cement concrete pavement and using thermal insulation layers.In the east of the Tibetan Plateau, permafrost is degenerating. The Cold and Arid Regions Environmental and Engineering Research Institute, CAS, and the Qinghai Highway Research and Design Institute have studied the engineering and the permafrost in the Xining-Zhangye Highway (National Highway No.227) and Qinghai-Kangding Highway (National Highway No.214). It was found that some results are the same or similar to the discovering in the Qinghai-Tibet Highway, some results are different. The main results and differences are presented in this paper.In the Xiao Hinggan Mountains, permafrost is distributed as many islands. In the National Highway No.202, permafrost is found in the section from Heihe to Beian. The two cities are in Heilongjiang Province. After thrice surveying and checking, distribution and rule of permafrost are now mastered, and research on highway construction in the island-permafrost regions is doing. The methods and some ideas are described in this paper.In the end of this paper, many new topics are put forwards. First, in the construction and research, environment protection shall be paid more attention, not only on air, water and plants and animals, but also on permafrost. The later is more important sometimes, and which cannot be recurred. Secondly, the relation between engineering and permafrost should be studied continuously to insure subgrade and pavement stable. Furthermore, checking or surveying in great scale should be arranged to establish a permafrost database. After the database setup, the distribution, rule and features of the subgrade or diseases of the pavement, as well as their degeneration and stability, can be mastered. Thus prediction of permafrost changing can be made,and the troubles in engineering before they comes can be prevented.
  • JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 477-478. https://doi.org/10.7522/j.issn.1000-0240.2003.0084
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  • JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 479-481. https://doi.org/10.7522/j.issn.1000-0240.2003.0085
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  • JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2003, 25(4): 482-484. https://doi.org/10.7522/j.issn.1000-0240.2003.0086
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