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生态水安全提升下的连山碧道建设规划研究

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该研究报告依托清远市连山碧道建设工程,针对项目区部分河道冲刷严重、部分现有旧堤挡墙局部脱落,存在安全风险因素的现状进行水安全提升设计,调研了项目区工程地质与水文条件,符合建设要求.然后经过护岸形式、结构材料的对比,选择对桩号 0+180~0+280 左岸进行新建护岸治理,桩号 0+280~1+770 部分现有旧堤挡墙局部脱落处采用浆砌块石修补,桩号 4+580~4+950、5+760~6+160、6+950~7+210 采用预制桩支护挡墙结构,经过计算,浆砌石贴坡挡墙抗滑及抗倾安全系数均大于允许值,墙底应力小于地基承载力,满足设计要求,边坡整体稳定性也满足设计要求.
Research on the Construction Plan of Lianshan Blue Road under the Improvement of Ecological Water Security
This research report is based on the construction project of Lianshan Bidao in Qingyuan City.In response to the serious erosion of some river channels and the partial detachment of some existing old embankment retaining walls in the project area,there are safety risk factors for water safety improvement design.The engineering geological and hydrological conditions of the project area were investigated,which meet the construction requirements.After comparing the forms and structural materials of the revetment,a new revetment treatment was selected for the left bank with pile numbers 0+180~0+280.The existing retaining walls of the old embankment with partial detachment at pile numbers 0+280~1+770 were repaired with mortar block stones.Prefabricated pile support retaining wall structures were used at pile numbers 4+580~4+950,5+760~6+160,and 6+950~7+210.After calculation,the anti sliding and anti tilting safety factors of the masonry slope retaining wall are both greater than the allowable values,and the stress at the bottom of the wall is less than the bearing capacity of the foundation,meeting the design requirements.The overall stability of the slope also meets the design requirements.

ecological environmentimproving water safetyshore protection managementstable calculation

李舒适

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连山壮族瑶族自治县水利事务中心,广东 连山 513200

生态环境 水安全提升 护岸治理 稳定计算

2024

云南水力发电
云南水力发电工程学会

云南水力发电

影响因子:0.213
ISSN:1006-3951
年,卷(期):2024.40(11)