滑坡治理中勘查要点及支护结构稳定性分析OA
Key Points of Exploration and Stability Analysis of Support Structures in Landslide Control
文中结合滑坡工程实际,开展滑坡勘查要点分析,以支护结构的变形监测成果为基础,通过变形预测评价支护结构的稳定性.结果表明,滑坡勘查要点控制非常重要,包括地质调查及测绘要点、地质钻探要点、原位试验要点、室内试验要点和报告编制要点.在勘查成果要点控制基础上,结合滑坡工程实际,将滑坡支护设计为"抗滑桩+挡土板",结果显示,19 根抗滑桩变形趋于稳定,最终预测值范围为13.86~16.48 mm,小于20 mm的变形控制值,说明滑坡支护结构十分稳定,验证了滑坡支护结构的合理性和有效性.
To ensure the rationality of landslide treatment,this article combines the actual situation of landslide engineering and first conducts an analysis of the key points of landslide exploration.Based on the deformation monitoring results of the support structure,the stability of the support structure is evaluated through deformation prediction.The analysis results indicate that the key control points of landslide exploration are particularly important,including geological investigation and mapping points,geological drilling points,in-situ testing points,indoor tes-ting points,and report preparation points.Based on the key control points of exploration results and combined with the actual landslide engi-neering,the landslide support is designed as"anti sliding piles+retaining plates".At the same time,through deformation prediction of the support structure,the deformation of 19 anti sliding piles tends to be stable,and the final predicted value range is 13.86mm~16.48mm,which is always less than the deformation control value of 20mm,indicating that the landslide support structure is very stable and verifying its rationality and effectiveness.
余易豪
中国建筑材料工业地质勘查中心辽宁总队,辽宁 沈阳 110004
地质学
滑坡勘查要点支护结构变形预测
LandslidesKey points of explorationSupport structureDeformation prediction
《江西建材》 2024 (1)
204-206,3
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