共查询到20条相似文献，搜索用时 62 毫秒
1.
Regarding the freezing damage of high-grade highway subgrade in seasonally frozen area,the thesis explores the effect on the dynamic behavior of subgrade soil under freeze–thaw cycles and draws the change law of parameters(including dynamic strength,dynamic cohesion,and internal friction angle;and dynamic elastic modulus)of high-grade highway-subgrade soil with the number of freeze–thaw cycles.It aims to provide the reference for operation and maintenance of a high-grade highway.Conclusions:(1)Dynamic strength tends to decline evidently after freeze–thaw cycles,with 60%~70%decline after three cycles,and remains stable after five to seven cycles.(2)With the number of freeze–thaw cycles increasing,the internal friction angle fluctuates within a certain range without an obvious change law,only presenting the tendency of dropping off.The dynamic cohesion declines obviously,about 20%~40%after seven freeze–thaw cycles,and then tends to be stable.(3)With the number of freeze-thaw cycles increasing,the dynamic elastic modulus and maximum dynamic elastic modulus are inclined to decrease distinctly.After five freeze–thaw cycles,the former declines 30%~40%and then remains stable.Meanwhile,the latter falls 20%~40%. 相似文献
2.
To investigate the mechanical properties of ice-saturated frozen soil, a series of triaxial tests under various confining pressures（0.5 to 9.0 MPa） on ice-saturated frozen loess with ice content of 23.7% were carried out at a temperature-6 °C, and at 1.25 mm/min of loading rate. The triaxial tests include two loading modes, one with monotonic loading（i.e., triaxial compression）, and another with static cycle loading. The test results under triaxial compression show that the strength and deformation behaviors of ice-saturated frozen loess are affected by confining pressure. According to the test results of triaxial loading-unloading cycle test, the elastic modulus evolution with the number of cycles under different confining pressures are analyzed. 相似文献
3.
In order to determine the changing rule of long-term frozen soil strength and elucidate the connection between long-term strength and soil physical properties,frozen loess was subjected to 4,6,8,10,and 50 freeze-thaw cycles,under closed-state conditions in a constant-temperature box.The frozen samples were tested on a spherical template indenter,and the results show that under the effect of repeated freeze-thaw cycles,the long-term strength of frozen loess decreased; changes in the mechanical property indices were highly unstable during the first 10 cycles; the soil strength and density were the greatest at the eighth cycle while the void ratio was the smallest; and after eight cycles all of the indices had less fluctuation and certain rising or falling tendencies.By converting the number of freeze-thaw cycles into elapsed time in the tests,three different forecasting methods of long-term soil strength could be assessed and the soil equivalent cohesive force after 10 years,20 years,or 30 years could be estimated. 相似文献
4.
The influence of freeze-thaw cycles on the granulometric composition of Moscow morainic clay 总被引：2，自引：0，他引：2
The freeze-thaw cycling process considerably changes the composition,structure,and properties of soils.Since the grain size is the most important factor in determining soil characteristics,our current research primarily aims to investigate dynamic changes of the soil fraction when exposed to freeze-thaw conditions.We observed two series of Moscow morainic clayey specimens(g QmII):(I) the original series,and(II) the remolded series.We subjected each series of soil specimens to different frequencies of freeze-thaw cycles(3,6,20,and 40 cycles),and we used granulometric tests to analyze both series before and after exposure to freeze-thaw conditions.As a result of our experiments,the granulometric compositions tended to be distributed evenly after 40 freeze-thaw processes(i.e.,content of fraction for 0.1–0.05 mm was increased after 40 freeze-thaw cycles) because the division of coarse grains and the aggregation of fine grains were synchronized during the freeze-thaw process.The soil grains in both series changed bi-directionally.In the original series,changes of the sand grains were conjugated with the clay grains,and in the remolded series,changes of the sand grains were conjugated with the silt grains,because potential energy difference caused the division and aggregation processes to relate to the counteraction process.The even distribution of soil grain size indicated the state of equilibrium or balance.The granulometric compositions were altered the most during the sixth freeze-thaw cycle,because the coefficient of the intensity variation of the grain fineness(Kvar) had its maximum value at that time. 相似文献
5.
How freezing and thawing processes affect black-soil aggregate stability in northeastern China 总被引：2，自引：0，他引：2
Laboratory experiments were carried out to investigate the effect of freezing and thawing processes on wet aggregate stability （WAS） of black soil. Wet aggregate stability was determined by different aggregate size groups, different water contents, various freeze-thaw cycles, and various freezing temperatures. The results showed that, when at suitable water content, aggregate stability was enhanced, aggregate sta-bility will be disrupted when moisture content is too high or too low, especially higher water content. Temperature also had a significant ef-fect, but moisture content determined the suitable freezing temperatures for a given soil. Water-stable aggregate （WSA〉0.5）, the total aggre-gate content, and mean weight diameter decreasing with the freeze-thaw cycles increase, reached to 5 percent significance level. The reason for crumbing aggregates is the water and air conflict, thus raising the hypothesis that water content affects the aggregate stability in the process of freezing and thawing. 相似文献
6.
西藏冻融侵蚀的分级和评价 总被引：4，自引：0，他引：4
Freeze-thaw erosion is the third largest soil erosion type after water erosion and wind erosion. Restricted by many factors, few researches on freeze-thaw erosion have so far been done at home and abroad, especially those on the assessment method of freeze-thaw erosion. Based on the comprehensive analysis of impact factors of free-thaw erosion, this paper chooses six indexes, including the annual temperature range, annual precipitation, slope, aspect, vegetation and soil, to build the model for relative classification of freeze-thaw erosion using weighted and additive methods, and realizes the relative classification of the freeze-thaw erosion in Tibet with the support of GIS software. Then a synthetic assessment of freeze-thaw erosion in Tibet has been carried out according to the relative classification result. The result shows that the distribution of freeze-thaw eroded area is very extensive in Tibet, accounting for 55.3% of the total local land area; the spatial differentiation of freeze-thaw erosion with different intensities is obvious; and the difference in distribution among different regions is also obvious. 相似文献
7.
Expansive soils located in cold regions can easily endure the action of frost heaving and cyclic freezing–thawing. Cracking can also occur in expansive clayey soils under freeze–thaw cycles, of which little attention has been paid on this issue.In this study, laboratory experiment and cracking analysis were performed on an expansive soil. Crack patterns were quantitatively analyzed using the fractal concept. The relationships among crack pattern, water loss, number of freeze–thaw cycles, and fractal dimension were discussed. It was found that crack patterns on the surface exhibit a hierarchical network structure that is fractal at a statistical level. Cracks induced by freeze–thaw cycles are shorter, more irregularly oriented,and slowly evolves from an irregularly rectilinear pattern towards a polygonal or quasi–hexagonal one; water loss, closely related to specimen thickness, plays a significant role in the process of soil cracking; crack development under freeze-thaw cycles are not only attributed to capillary effect, but also to expansion and absorption effects. 相似文献
8.
Under the condition of freeze-thaw cycles, two types of rocks (granite and andesite), used as slope protection for the Qinghai-Tibet
Railway, were tested according to the special climatic conditions in the Tibetan Plateau, and their various damage processes in appearance
were carefully observed. Observation results show that damage of andesite was more serious than that of granite. Using
an acoustic instrument, ultrasonic velocity was tested. The changing trends of velocity with the number of freeze-thaw cycles were
analyzed, and the freeze-thaw cycle damaging the physical and mechanical properties of rocks can be seen. According to the
changing trends of ultrasonic velocity with the number of freeze-thaw cycles, mechanical parameters of rocks, such as dynamic
elasticity modulus, Poisson’s ratio, and dynamic bulk modulus were analyzed. It is found that they all have declining trends as the
number of freeze-thaw cycles increases, and in particular, when the cycle number reaches a certain extent, the Poisson’s ratio of
rocks begins to become negative. 相似文献
9.
ZHANGXuelei TANManzhi CHENJie SUNYanci 《地理学报(英文版)》2005,15(1):71-79
The Yangtze delta area is among the fastest developing areas in China. Here there are mega-cities like Shanghai, Nanjing and the attached urban areas of different sizes including those along the lower reaches of the Yangtze River from Shanghai up to Nanjing as well as their satellite cities and towns, forming one of the most densely distributed urban areas in China. This is a case study done in Suzhou city at the center of the Yangtze delta to reflect the impact of urban sprawl on soil resources using satellite images and digital soil databases. The extent of the developed land in the studied area and the impact of development on soil resources at 1:100,000 scale are estimated and the soil types impacted most by urbanization development are determined through overlaying the soil map on the satellite images (Landsat-7) of the studied area at different times (1984, 1995, 2000 and 2003). The methodology for this study consists of analyzing data resulting from using a geographic information system (GIS) to combine urban land use maps of different times derived from satellite images with data on soil characteristics contained in the established soil databases by which some results come into being to present the fast expanding trend of urbanization in the Yangtze delta area, the urban spread and the soils occupied by the urbanization process, and also the quality of the occupied soils. 相似文献
10.
The strength of warm frozen soils in permafrost is fundamentally significant to estimate and predict the ground settlements from construction activities. A study was therefore initiated to assess the strength and its behaviors of undisturbed and reconstituted frozen soils at temperatures close to 0 ℃. A series of triaxial compression tests(TCT) were performed by using a developed testing apparatus and a matching specimen-preparation method. The confinement was applied from air pressure, the temperature in the specimen was maintained using two-end refrigeration, and multi-stage loading on a single specimen was adopted to determine the strength. The test results showed that the strength, both for the undisturbed and reconstituted frozen-soil specimens, was significantly dependent on the temperatures and independent of the applied confining pressures. Additionally, the strength of undisturbed frozen soils was about 1.6 times more than that for reconstituted frozen soils. These observations were closely associated with the structures existing between pore-ice and gravels with large diameters. 相似文献
11.
东北黑土区土壤剖面地温和水分变化规律 总被引：3，自引：1，他引：2
东北黑土区土壤侵蚀的结果使土壤在坡面上发生再分配,土壤腐殖质层厚度的空间变异增大。腐殖质层厚度的变化又引起地温和土壤水分等土壤物理性质的变化,地温和水分是影响和反映冻融侵蚀作用的重要因子,也是影响地表和土壤剖面物质运移的重要因素。本文通过实测不同厚度腐殖质层剖面的地温和土壤水分,分析了地温和水分随时间和土壤剖面深度的变化规律。结果显示腐殖质层厚度对土壤温度和含水量有显著影响,腐殖质层较厚的剖面解冻速度比薄层黑土区要慢,不同深度土层温度到达0℃的日期也不相同,腐殖质层较厚的剖面冻结时间要滞后1周左右。同时,腐殖质层较厚的黑土区土壤含水量明显大于薄层黑土区,土壤水分运移的深度范围也大。 相似文献
12.
红壤退化中的土壤质量评价指标及评价方法 总被引：97，自引：4，他引：93
土壤质量评价与监测是评价土壤退化的重要工作,也是重新设计持续性的土壤管理系统的基础。目前缺乏统一的评价指标以及将各项土壤性质与土壤管理措施结合起来的评价方法。本文首先提出了选择红壤质量评价指标的原则,并从化学、物理学和生物学三个方面初步探讨了评价红壤质量动态变化可资采用的指标体系,综述了国内在南方丘陵区红壤质量演化的研究中应用的指标;最后从土地评价方法中选择了可用于红壤质量评价的方法,并简要综述了国际上最新的土壤质量评价方法。 相似文献
13.
土壤颗粒排列是影响孔隙特征的最基本因素。土壤薄片能够直接观察且定量的分析土壤孔隙特征。为了解不同质地土壤的孔隙差异，于山东省东昌府区采集不同质地土壤（壤土、黏壤土、砂质壤土），通过常规方法和土壤微形态技术对比分析土壤孔隙特征。结果表明：三类样地土壤孔隙度均为表层向下逐渐减少。表层、底层差异在砂质壤土中主要体现于总孔隙度与毛管孔隙度，黏壤土、壤土则主要体现为总孔隙度与非毛管孔隙度。砂质壤土中各土层均以简单堆集孔隙为主；而0~10 cm黏壤土、壤土以复合堆积孔隙为主，其下复合堆积孔隙减少、其他形状孔隙增多。薄片图像测定孔隙数量可反映常规分析总孔隙度的50%左右，对于非毛管孔隙度则可反映80%左右。因此，土壤薄片更适合分析土壤非毛管孔隙。 相似文献
14.
土壤地理学的进展与展望 总被引：3，自引：0，他引：3
作为土壤学和地理学学科的分支,土壤地理学是地球表层系统科学的重要组成部分,其核心研究内容是土壤的时空变化。土壤地理学研究对象从传统的土体向地球表层系统视角下的关键带转变,研究方法上全面走向数字化。本文综述了近20年来土壤地理学分支学科包括土壤发生、土壤形态、土壤分类、土壤调查与数字土壤制图等领域的研究进展,指出其发展趋势为：基础理论研究不断拓展、调查技术正经历变革、时空演变从过程观测走向模拟,同时探讨了土壤地理学的未来发展契机与面临的挑战。 相似文献
15.
我国水土流失典型区土壤表土结皮敏感性 总被引：6，自引：0，他引：6
表土结皮是降雨与土壤共同作用下的产物,某一土壤是否结皮、结皮的敏感程度如何,取决于该土壤的性质及所处地区的降雨情况。我国广泛分布着多种理化性质迥异的土壤,尤其是黄土、紫色土、红壤和黑土分布在我国水土流失严重的区域。但是,土壤发育表土结皮的敏感性很少见报道。本文通过分析模拟降雨试验结果及前人研究结论,提出了影响表土结皮发育敏感性的3个关键因素,并基于此对我国四大水土流失典型区土壤表土结皮的敏感性进行了分析。研究表明:细颗粒,尤其是粉粒是表土结皮发育的物质基础;团聚体稳定性是表土结皮发育快慢及程度的决定因素;高强度降雨是表土结皮发育的必要条件。黄土高原地区土壤极易发育表土结皮,四川紫色土区土壤发育表土结皮的概率大,南方红壤区除花岗岩、页岩外其他母岩上发育的土壤很难发育表土结皮,东北典型黑土不发育表土结皮,而非典型黑土易发育表土结皮。 相似文献
16.
黑土侵蚀速率及其对土壤质量的影响 总被引：35，自引：3，他引：32
利用137Cs示踪法,研究了东北黑土耕作土壤的流失厚度和速率,探讨了水土流失对土壤机械组成、有机质、土壤水分、容重及其N、P含量的影响。结果表明:研究区侵蚀坡面137Cs的分布深度在0～25cm,137Cs的活度在1246.05±85.90～1499.45±101.73Bq/m2,侵蚀厚度可达0.316～0.433mm/a,侵蚀强度3033.6～3940.3t/km2·a,已属于中度侵蚀水平。水土流失造成土壤质地粗化,从坡顶向坡底,耕层土壤有机质增加、容重变化不大,含水量增加,土壤养分的“贫化”现象明显。 相似文献
17.
内蒙古典型草原区土壤硬度与土壤水分的空间变化分析——以锡林浩特为例 总被引：2，自引：0，他引：2
近些年来,内蒙古草原及其变化已经受到有关方面的关注,通过研究调查内蒙古草原区的几个典型植被类型,共49个样地的土壤硬度与土壤水分。土壤硬度测量深度为0~20 cm,土壤水分测量深度为0~40 cm(10 cm取一个土样),并分析了两者的空间分布规律。分析结果显示,典型草原三种植被类型的土壤硬度随其深度增加而增加,而就全部样地来说,土壤水分随其土壤深度增加没有明显的变化。土壤硬度与土壤水分的相关性不强。通过49个样地的四层硬度进行PCA分析,显示出四层硬度对测量点第一主成分的作用差不多,这样,可以求取四层硬度的平均值作为该测量点的硬度,利用Arcinfo软件形成硬度分布图,看出本研究区的土壤硬度大致可以分成3区域:北部硬度较大,中部其次,南部沙地硬度较小。 相似文献
18.
19.
论山西褐土区农田土壤干燥化问题 总被引：5，自引：2，他引：3
以山西褐土区离石、忻州、太原、寿阳、临猗等地玉米、小麦农田为主要研究对象,选取5个代表性样点12个剖面采集0~600cm深度土壤样品,研究分析不同季节土壤垂直剖面水分状况。结果表明,该区玉米、小麦等农田中普遍存在土壤干层,轻度和中度干层都有显现;季节性干层的存在是该地区农作物易于发生干旱灾害的主要原因;晋中玉米地轻度干层发育到了600cm以下;晋南由于长期气候干旱,导致干燥化程度加重,轻度土壤干燥化也已发育到了600cm;晋西玉米地400cm接近轻度干化,晋北玉米地轻度干层也已达到600cm深度。农田季节性干层、深层土壤干层的出现严重影响了农田土壤的水循环;降水量少是本区农田干层产生的主要原因,但农田生产力提高、植被密度和蒸发对临时性干层形成的影响也不可忽视;选择低耗水、深根系的旱地作物,同时合理密植、有条件的地方实施灌溉等都是减缓农田干层的有效途径。 相似文献