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沿河路段大型堆积体滑坡失稳研究

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为研究降雨及河水位升降对沿河路段堆积体稳定性影响,以蓉遵高速 K347+560-K347+870 段滑坡为例,通过工程地质勘察、数值模拟等手段研究滑坡失稳机理.结果显示,随着降雨及河水位上升,滑坡中前部孔隙水压力增幅大于后部;全年稳定性变化规律表现为降雨强度增大,河水水位持续上涨,坡体稳定性降低,降雨强度减弱,河水位缓慢回落,坡体稳定性上升;进入汛期受强降雨影响,赤水河水位出现骤升骤降的特点,单日最大降幅达 2.65 m,稳定性变化规律与全年相反,表现为河水骤升,坡体稳定性增大,河水骤降,坡体稳定性减小.
Study on the Mechanism of Large Accumulation Landslide Instability Along the River
In order to study the impact of rainfall and river water level fluctuations on the stability of accumulation body along the river section,taking the K347+560-K347+870 section of the Rongzun Expressway as an example,the mechanism of landslide instability was studied through engineering ge-ological exploration,numerical simulation and other means.The results show that as rainfall and river water level rise,the increase in pore water pressure in the front part of the landslide is greater than that in the rear part.The annual stability change pattern shows an increase in rainfall intensity,a con-tinuous rise in river water level,a decrease in slope stability,a weakening of rainfall intensity,a slow decline in river water level,and an increase in slope stability.Affected by heavy rainfall during the flood season,the Chishui River experiences a sudden rise and fall,with a maximum daily drop of 2.65 meters.The stability change pattern is opposite to that of the whole year,manifested as a sudden rise in river water,an increase in slope stability,a sudden drop in river water,and a decrease in slope sta-bility.

accumulation bodyrainfallpore water pressurestability

王琦、姜波、曹俊、蔡龙、马白虎

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贵州省交通规划勘察设计研究院股份有限公司 贵阳 550081

贵州省公路开发集团有限公司 贵阳 550081

堆积体 降雨 孔隙水压力 稳定性

贵州省交通运输厅科技项目

2022122003

2024

交通科技
武汉理工大学

交通科技

影响因子:0.495
ISSN:1671-7570
年,卷(期):2024.(4)
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