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煤系地层填方路基滑动机理及处治分析

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为研究煤系地层的填方路基破坏机理、诱发因素及处治方案,以河荔高速公路某段煤系地层填方路基滑坡病害为背景,通过研究试验成果,计算分析不同破坏模式下的稳定性及主要控制因素.结果表明,煤系地层天然与饱和状态下抗剪指标差异明显;自然边坡存在顺倾角临空,边坡易沿软弱煤层蠕滑失稳;煤系地层边坡易产生风化层圆弧滑动和深层层间滑动.据此提出煤系地层填方边坡的有效处治措施.
Mechanism and Treatment Analysis of Slip of Fill Embankment on Coal Seam Strata
In order to study the failure mechanism,inducing factors,and treatment plan of the fill sub-grade in coal-bearing strata,taking the landslide disease of a section of the coal-bearing strata fill sub-grade in the Helan-Lijiang Expressway as the background,the stability and main control factors under different failure modes were calculated and analyzed through researching the experimental results.The results show that there is a significant difference in shear resistance indicators between natural and saturated states of coal-bearing strata.There is a free-standing slope with a down-dip angle,and the slope is prone to creeping instability along weak coal seams,while the slope of coal-bearing strata is prone to weathered layer circular sliding and deep interlayer sliding.Based on this,effective treat-ment measures for the fill subgrade slope in coal-bearing strata are proposed.

coal-bearing stratashear resistance indexinterlayer sliding

庄旭峰、何林城

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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 550000

煤系地层 抗剪指标 层间滑动

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.(5)