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藏东地区斜坡土壤冻融侵蚀力学机制及敏感性分析
引用本文:黄海,田尤,刘建康,张佳佳,杨东旭,杨顺. 藏东地区斜坡土壤冻融侵蚀力学机制及敏感性分析[J]. 地理学报, 2021, 76(1): 87-100. DOI: 10.11821/dlxb202101007
作者姓名:黄海  田尤  刘建康  张佳佳  杨东旭  杨顺
作者单位:中国地质科学院探矿工艺研究所,成都611734;中国地质调查局地质灾害防治技术中心,成都611734;中国地质科学院探矿工艺研究所,成都611734;中国地质调查局地质灾害防治技术中心,成都611734;中国地质科学院探矿工艺研究所,成都611734;中国地质调查局地质灾害防治技术中心,成都611734;中国地质科学院探矿工艺研究所,成都611734;中国地质调查局地质灾害防治技术中心,成都611734;中国地质科学院探矿工艺研究所,成都611734;中国地质调查局地质灾害防治技术中心,成都611734;中国地质科学院探矿工艺研究所,成都611734;中国地质调查局地质灾害防治技术中心,成都611734
基金项目:第二次青藏高原综合科学考察研究(2019QZKK0902);中国地质调查局地质调查项目(20190505,20190644,12120113011000)。
摘    要:冻融侵蚀是青藏高原草甸覆盖区的主要侵蚀方式,以气候条件一致的藏东地区斜坡表层土壤侵蚀为对象,基于区域地质条件和土体赋存特征,分析了土壤剥蚀输移的力学过程,探索了缓变的隐性因子和灾变的显性因子对冻融侵蚀的作用机制.结果表明:①地表冻融侵蚀是自基岩风化和土壤演化起始,经历冻融拉裂破坏与沙土输移,到重新裸露基岩的一个循环演化...

关 键 词:青藏高原  冻融侵蚀  受力过程  循环演化  敏感性  侵蚀强度
收稿时间:2019-11-25
修稿时间:2020-10-05

The mechanism and sensitivity analysis of soil freeze-thaw erosion on slope in eastern Tibet
HUANG Hai,TIAN You,LIU Jiankang,ZHANG Jiajia,YANG Dongxu,YANG Shun. The mechanism and sensitivity analysis of soil freeze-thaw erosion on slope in eastern Tibet[J]. Acta Geographica Sinica, 2021, 76(1): 87-100. DOI: 10.11821/dlxb202101007
Authors:HUANG Hai  TIAN You  LIU Jiankang  ZHANG Jiajia  YANG Dongxu  YANG Shun
Affiliation:1. Institute of Exploration Technology, CAGS, Chengdu 611734, China2. Technical Center for Geological Hazard Prevention and Control, CGS, Chengdu 611734, China
Abstract:Freeze-thaw erosion is the main erosion in the Qinghai-Tibet Plateau. In this study,both the failure process and the transport process of the soil on a slope are analyzed under a similar climatic condition in eastern Tibet. It reveals that the sensitivity factors should be divided into the latent factor and the dominant factor. The latent factors change gradually over time, which include the geological structures, the lithology, and the slope direction. The dominant factors with catastrophe include the climate, the sloping topography, and the vegetation cover. The driving forces of freeze-thaw erosion are the gravity force and hydrodynamic force, while the erosion resistance is controlled by the dual structure of soil and the anchoring force of vegetable roots. On a temporal scale, the freeze-thaw erosion is a cyclic evolution process. It begins with the weathering of bedrock and soil formation, goes through the freezing-thawing and the tensile failure process, and ends with the re-exposure of bedrock after the soil is transported. Generally, this cycle should last a long term, but it could only last several years or decades of the period due to the structure of the soil. Based on the failure mechanism of the limit equilibrium state of the soil, freeze-thaw erosion can be divided into trailed progressive disintegration and multi-level disintegration type, both of which have the characteristics of ’multi-pathogenesis and same symptoms’. The characteristic parameter of freeze-thaw erosion intensity is introduced to describe how those influence factors affect the mechanism of freeze-thaw erosion. The formula is established by the relationship between the intensity value and the factors including both latent factors and dominant factors. It can be used to forecast calculate the amount of soil erosion when there is a standard-value in the study.Although there are still a few discretization errors in the formula building because of the randomness of sensitivity factors, the fitting results can still explain more than 90% of the evolution trend. Moreover, a new model of freeze-thaw erosion intensity based on soil erosion observation is proposed. Therefore, different from previous research, in this paper, the new model of erosion intensity can effectively reduce the errors caused by regional suitability and provide a theoretical basis for formulating countermeasures under different conditions.
Keywords:Qinghai-Tibet Plateau  freeze-thaw erosion  mechanical process  cyclic evolution  sensitivity  erosion intensity
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