青藏高原多年凍土區(qū)熱融滑塌對土壤凍融侵蝕影響
[Abstract]:Permafrost is an important part of natural ecosystem of Qinghai-Xizang Plateau. With the influence of climate warming and various engineering activities in the Qinghai-Tibet Plateau, permafrost is continuously degraded, and the resulting thermal thawing collapse is one of the typical thermal thawing disasters in permafrost regions. Thermal thawing contributes to soil freezing and thawing erosion, which not only causes slope collapse and retreat, makes the construction of engineering structures in permafrost region dangerous, but also changes the hydrothermal process of active layer. Loss of resilience of permafrost and deterioration of regional ecosystems. In this paper, the small thermal melt collapse in the initial development stage of Hohsili area is taken as the research object. Through field monitoring, soil property analysis, temperature and moisture analysis, stability analysis, combining fractal theory with infinite slope theory, In this paper, the research on soil freeze-thaw erosion caused by thermal thawing in permafrost region of Qinghai-Xizang Plateau has been carried out. The main results are as follows: (1) through monitoring the deformation of thermal thawing slope surface in 2013-2016, it is shown that the unstable slope surface is not formed by a one-off whole slide. It is the annual thermal melt settlement that causes the slope body to melt, crack, and destabilize in the melting season. The fluid-plastic state of the fluid-forming layer slides down the sliding direction, which gradually changes the topography and landform of the study area. The results of borehole test show that the freezing and thawing erosion of hot thawing soil occurs mainly in the surface soil of 0~40cm depth, with a maximum of less than 50 cm.. The intensity of soil freezing and thawing erosion on unstable slope is obviously higher than that of unaffected soil on the top of slope. (2) freezing and thawing erosion of hot thawing collapse results in obvious change of soil properties. With the development of thermal melt collapse, the surface vegetation was destroyed, the surface soil of active layer was coarse grained, homogenized, bulk density gradually increased along the slope, and the fine particles and organic matter were deposited in the 30-40cm soil layer of mudflow gentle slope firstly. Then there was a massive loss at the bottom of the slope. The large amount of melting water released by underground ice causes the increase of soil moisture and the decrease of soil shear strength. (3) the stability of hot melt landslide slope is analyzed by the infinite slope theory, and it is found that in the melting season, The slippage of the backside ridge wall is inevitable, the mudflow gentle slope area and the slope bottom are in a stable state, and the creeping displacement is slight, and the whole slope is stable in the non-melting season. This is consistent with the field observation results. (4) freezing and thawing erosion of thermal thawing soil weakens the buffer effect of active layer on heat transfer and expands the ablation of downhill permafrost. The slope monitoring system shows that the back edge of the sample land becomes steeper and steeper, while the front edge of the slope is forming a large concave, and the expansion of permafrost ablation, the release of a large amount of molten water to the active layer, and the spread of mudflow on the gentle slope. A stagnant depression appeared at the bottom of the slope. Based on the similarity between the thermal melt collapse and the different effects of the hot melt lake pond on the active layer of the sloping land and the slope land along the lake bank, this paper predicts that the front edge of the slope will form a hot melt lake pond. And the whole study will form the hot melt lake pond adjacent to the lake bank hot melt collapse geomorphology.
【學位授予單位】:蘭州大學
【學位級別】:碩士
【學位授予年份】:2017
【分類號】:P642.14
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