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青藏高原多年冻土区热融滑塌变形现场监测分析 总被引：1，自引：1，他引：0
为了了解青藏高原多年冻土区K3035里程热融滑塌体的变形特征,分别在未滑动土体、近滑塌前缘滑体中布设了2个变形监测孔,利用Geokon-603型测斜仪实施了近1 a的变形监测。结果表明,发育在平缓斜坡上的热融滑塌具有明显的变形特征,其位移主要发生在土层浅部,越往深部,位移越小,这一监测结果通过室内数值模拟得到了验证。将阳坡的K3035热融滑塌与阴坡的K3057热融滑塌体的变形做了对比监测,无论是滑塌体后缘还是前缘,前者的滑动变形均显著大于后者。而无热融滑塌发育的斜坡(青藏铁路DK1139)土体变形量极小,这种差异一方面说明了开挖是导致热融滑塌发生的直接因素,另一方面,由于热融滑塌的影响,其后缘相对稳定的原斜坡土体也处于相对较大的蠕变变形之中。 相似文献
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青藏高原多年冻土区斜坡稳定性研究进展 总被引：2，自引：0，他引：2
青藏高原多年冻土区斜坡失稳是伴随着青藏公路建设和运营过程中出现的一种灾害性的地质现象，其中以热融滑塌最为显著。本文根据斜坡失稳时所处的环境以融滑塌为例，提出了冻融循环过程中流塑状粉土沿厚层地下冰面滑动的滞水润滑效应的形成机理；通过相似模拟试验，可以看出，垂直于坡面的变形主要表现为融沉变形和部分冻胀变形；建立了温度场、变形场的数值模拟模型，分析了坡体不同深度在冻融循环过程中的位移变化规律，得出冻土斜坡位移主要发生在浅部的结论。最后指出目前研究存在的主要问题及进一步的研究方向。 相似文献
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论青藏铁路修筑中的冻土环境保护问题 总被引：9，自引：0，他引：9
本文通过研究已建青藏公路修筑过程中寒区冻土环境和生态环境的破坏特征，分析总结了寒区环境破坏对公路工程的影响。青藏公路工程修建活动极大地改变了冻土环境，使得多年冻土退化，上限加深，诱发了一系列冻胀、融沉、热融滑塌等冻融灾害，使得生态环境原本就很脆弱的寒区环境更加恶化，如植被退化、荒漠化等，同时，冻土环境的破坏也使得工程环境恶化，直接影响青藏公路正常交通运输。因此，在即将进行的青藏铁路修筑工程中，必须深入研究其对冻土环境的影响，对冻土环境问题和环境保护应予以足够的重视。 相似文献
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青藏高原多年冻土区两类低角度滑坡灾害形成机理探讨 总被引：10，自引：0，他引：10
青藏高原多年冻土区发育的两类低角度滑坡--融冻泥流和热融滑塌是冻融循环条件下特殊的斜坡失稳类型,在广大的非冻土地区一般很难见到这种低角度的滑坡类型。探讨了两类低角度滑坡灾害的形成机理,即质点迁移效应和滞水润滑效应。以摩尔-库仑强度准则为理论基础,应用所推导的沿坡面平行方向渗流条件下安全系数的统一形式,对青藏公路k3035里程热融滑塌体稳定性进行了分析评价,验证了活动层沿厚层地下冰面滑动的“滞水润滑效应”。从环境工程地质学的观点出发,针对热融滑塌这种可控的滑坡地质灾害,提出了基于保护冻土原则的具体的防治措施。 相似文献
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青藏高原北麓河地区荒漠草原土壤细菌对热融滑塌的响应 总被引：2，自引：1，他引：1
多年冻土区地下冰融化造成的热融滑塌会对土壤理化性质产生一系列影响,进而影响微生物群落结构,但目前热融滑塌对荒漠草原区土壤微生物的影响还不清楚。利用Illumina测序方法,以青藏高原北麓河多年冻土区发生热融滑塌的荒漠草原为研究对象,对3种微地貌（对照区、滑塌区、沉降区）下的土壤细菌展开研究,分析了细菌群落结构及其与环境因子间的关系。结果显示滑塌区和沉降区有机碳含量显著低于对照区,滑塌区土壤含水量最高;放线菌门、变形菌门、绿弯菌门和酸杆菌门是3种微地貌下的优势菌群,对照区细菌群落丰富度显著低于滑塌区。Mantel检验表明,细菌群落结构与土壤理化性质间无显著相关性;非度量多维尺度分析（NMDS）表明,微生物群落结构在3种微地貌下显著不同。研究结果表明,在荒漠草原区,热融滑塌会改变土壤理化性质,影响细菌特定门的微生物相对丰度,但对门水平的整体群落结构影响不显著。 相似文献
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JULIAN B. MURTON 《Sedimentology》1996,43(4):737-760
Three stages of deposition are distinguished in thermokarst-lake-basin sequences in ice-rich permafrost of the Tuktoyaktuk Coastlands, western arctic Canada: (1) widespread retrogressive thaw slumping around lake margins that rapidly transports upland sediments into thermokarst lakes, forming a distinctive basal unit of impure sand and/or diamicton; (2) a reduction or cessation of slumping-because of the pinching out of adjacent ground ice, slump stabilization or climatic cooling, that reduces the input of clastic sediment, permitting reworking of sediment around lake margins and suspension settling, principally in basin centres; (3) lakes drain and deposition may continue by gelifluction and accumulation of in situ peat or aeolian sand. Radiocarbon dating of detrital peat and wood from a progradational sequence (basal unit) defines a lateral younging trend in the direction of progradation. A progradation rate is calculated to be ～ 4 cm yr?1, consistent with rapid deposition during stage (1) above. The nonuniform nature of the trend is attributed to episodic influxes of old organic material by slumping and reworking by waves and currents. In comparison with thermokarst-lake-basin sequences previously described in Alaska, Canada and Siberia, the middle unit of those in the Tuktoyaktuk Coastlands is similar, whereas the basal unit is generally thicker and, by contrast, often contains diamicton. These differences are attributed, respectively, to larger-scale resedimentation of upland sediments by retrogressive thaw slumping and debris-flow deposition in thermokarst lakes in the Tuktoyaktuk Coastlands. Compared with the sediments within supraglacial lakes in areas of moderate to high relief, the middle unit of thermokarst-lake-basin sequences in the Tuktoyaktuk Coastlands lacks clastic varves and the basal unit is much thinner and texturally less variable. These differences are attributed to higher relief and larger volumes of meltwater and glacigenic sediment in supraglacial lakes, which promote more suspension settling and resedimentation of glacigenic sediment than in thermokarst lakes in the Tuktoyaktuk Coastlands. It may be impossible to distinguish glacial and periglacial thermokarst-lake-basin sediments in permafrost areas of incomplete deglaciation. Not only is it often difficult to distinguish intrasedimental and buried glacier ice, but the depositional processes associated with thaw of both ice types are presumably the same and the host sediments very similar. 相似文献
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Regarding the collapse of a special type of soil erosion in mountain areas. Studying its types, processes and stages can provide a scientific basis for prediction. Collapses can be classified into three types, natural, man-made and compound, and each type can be subdivided into four kinds, break-falling, pull-splitting, toppling and slipping. The processes of collapse are creep-deformation, deformation-development and break-out. The second one is subdivided into two periods, the gentle and intense. 相似文献
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Khosravi Vahid Ardejani Faramarz Doulati Aryafar Ahmad Yousefi Saeed Karami Shawgar 《Environmental Earth Sciences》2020,79(7):1-16
The pore structure characteristics of soil are closely related to soil engineering properties. For saline soil distributed in seasonally frozen areas, existing studies have focused on the influence of freeze–thaw cycles on pore structure, while the influence of soluble salt in the soil is not well understood. This study aims to explore the influence of salt content and salt type on the pore structure of freeze-thawed soil. Soil samples with different salt contents (0–2%) and types (bicarbonate salt and sulfate salt) were subjected to 10 freeze–thaw tests, and their pore size distributions (PSDs) were obtained by mercury intrusion porosimetry tests. In addition, the PSDs were quantitatively analyzed by fractal theory. For both salts, the PSDs of the tested soil samples were bimodal after the freeze–thaw cycles, and the porosity of saline soil samples increased with increasing salt content overall. However, the contents of various types of pores in soil samples with two salt types were quite different. The variation in bicarbonate salt content mainly affected the mesopore and macropore contents in the soil samples, and their change trends were opposite to each other. For soil samples with sulfate salt, the porosity and macropore content increased significantly when the salt content exceeded 1%. In addition, the pore structures in saline soil presented fractal characteristics after the freeze–thaw cycles, and the fractal dimension was positively correlated with macropore content. This study may provide references for understanding the engineering properties of saline soil in seasonally frozen areas at the microscale. 相似文献