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堆弃排土场边坡降雨渗流特性及潜在危害治理

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某堆弃排土场临近河流,其边坡的整体高度及台阶高度均较高,受降雨渗流的影响明显更大,在降雨作用下存在潜在危害.结合排土场的堆排情况与周边环境,研究了该排土场在降雨条件下的渗流特性,分析了排土场边坡的潜在危害,提出了相应的治理方案.结果表明:随着降雨的持续,排土场坡体表面会出现暂态饱和区,并不断向坡体内部扩展;降雨过程中,坡面的孔隙水压力先迅速升为正值,后逐渐趋于稳定,坡面达到饱和状态;在降雨作用下,排土场边坡的相对稳定关系为:坡底>坡顶>坡中,其潜在危害部位为+85 m平台至+170 m平台位置;通过增设安全平台、减缓坡面角的治理方法,可有效控制潜在危害.
Rainfall seepage characteristics and potential hazard control of abandoned dump slope
A certain dumping site is located near a river,and its overall height and step height are relatively high,which makes the influence of rainwater infiltration greater,posing potential hazards under rainfall conditions.Based on the stacking situation of the site and the surrounding environment,the seepage characteristics of the waste dump under rainfall conditions were studied,and the potential hazards of the waste dump slope were analyzed,then the corresponding treatment plans were proposed.The results show that with continuous rainfall,there will be a transient saturation zone on the surface of the waste dump slope and it will continue to expand to the inside of the slope.During the rainfall process,the pore water pressure of the slope increased rapidly to a positive value,then gradually stabilized,and the slope reached a saturated state.Under the influence of rainfall,the relative stability relationship of the dump slope is:slope bottom>slope top>mid-slope,and the potential hazard site is from+85 m platform to+170 m platform.By adding a safety platform and reducing the slope angle,the potential hazards can be effectively controlled.

dumpseepage characteristicspore water pressurehazard controlslope stability

赵旭林、刘杨、刘立顺、赵勇、王海军、苗勇刚

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矿冶科技集团有限公司,北京 100160

排土场 渗流特性 孔隙水压力 危害治理 边坡稳定性

国家重点研发计划

2022YFC2900159

2024

矿冶
北京矿冶研究总院

矿冶

CSTPCD
影响因子:0.78
ISSN:1005-7854
年,卷(期):2024.33(4)
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