减少吉尔吉斯共和国乌兹根地区托克托古尔村山体滑坡对建筑物和运输结构的动态影响

Mukhtar Ch. Apsemetov, A. E. Aidaraliev, Ulanbek T. Shekerbekov, Nurlan Kurmanbek uulu
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引用次数: 0

摘要

在吉尔吉斯共和国,随着气候变化的不断加剧,山体滑坡活动显著增加,尤其是在该国南部山区。该地区发生山体滑坡时,泥土的体积可达数万至数十万立方米,有时甚至更大。山体滑坡的位移速度从每年几米到每秒几米不等。本研究的目的是卸载滑坡区,以保护吉尔吉斯共和国乌兹根区托克托古尔村的居民、道路和其他建筑物。该滑坡区是在实地考察和案头工作成果的基础上进行研究的。该地区的土块滑动会造成居民楼、行政楼、道路和电线的毁坏和瓦砾,并造成人员伤亡。考虑到作用在斜坡段沉降土体上的力系平衡并对其进行分析,提出了该段滑坡体的卸载措施。提出了降低沉降土含水量的排水沟纵剖面和减轻沉降土重量的发育土横剖面。根据研究数据的处理和分析结果,建议通过沿工地坡度分步开发来减轻不稳定(沉陷)土壤的重量,并将其运输至 5 公里处,以便后续制砖。此外,还建议通过安装排水沟来保护沉降土,防止其积水。根据研究结果,制定了一个实际项目,以保护托克托古尔村附近的场地免受滑坡影响。所建议的措施可以利用政府机构和地方行政部门可以利用的廉价方法和技术手段,降低所考虑地区发生山体滑坡的风险。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Reducing the dynamic impact of a landslide on buildings and transport structures in the village of Toktogul, Uzgen district of the Kyrgyz Republic
In the Kyrgyz Republic, there is a significant increase in landslide activity against the backdrop of ongoing climate change, especially in the southern mountainous regions of the country. The volume of soil during a landslide in this region can reach tens and hundreds of thousands of cubic meters, and in some cases more. The rate of landslide displacement ranges from several meters per year to several meters per second. The purpose of this study is to unload the landslide area to protect the population, roads and other structures of the village of Toktogul, Uzgen district of the Kyrgyz Republic. This landslide area was studied on the basis of field research on the ground and the results of desk work. The sliding of soil masses in the area can cause destruction and debris of residential and administrative buildings, roads and power lines, as well as injury and death. Considering the equilibrium of the system of forces acting on the subsidence soil mass of the slope section and analyzing them, measures for unloading the landslide body in this section are proposed. The proposed longitudinal profiles of drainage channels to reduce the moisture content of subsidence soil and transverse profiles of developed soil to reduce the weight of subsidence soil are presented. Based on the results of processing research data and analysis, it is recommended to reduce the weight of unstable (subsidence) soil by stepwise development along the slope of the site and transporting it up to 5 km for subsequent brick production. It is also recommended to protect subsidence soil from waterlogging by installing drainage channels. Based on the results of the research, a real project was developed to protect the site from landslides near the village of Toktogul. The proposed measures make it possible to reduce the risk of a landslide in the area under consideration using methods and technical means that are inexpensive and accessible to government agencies and local administrations.
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