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The invention belongs to the technical field of collapsible foundation reinforcement, and relates to a gully high fill engineering lateral water seepage prevention and control method which comprises the steps that S1, the position and range of lateral water seepage of a fill body are determined; s2, determining the condition of an underground water permeation field; s3, judging the condition of a bottom stratum; s4, arranging a seepage well; s5, the graded broken stone thickness of the bottom of the valley is designed; according to the method, the water seepage position and range of the slope body are comprehensively analyzed and accurately judged, an efficient seepage well arrangement method is adopted, the common lateral water seepage problem in a filling project is effectively solved, and the precision and effect of water seepage prevention and control are improved.
本发明属于湿陷性地基加固技术领域,涉及一种沟壑高填方工程侧向渗水防治方法,包括:步骤S1:确定填方体侧向渗水位置和范围;步骤S2:确定地下水渗透场情况;步骤S3:判断底部地层情况;步骤S4:布置渗水井;步骤S5:设计沟谷底部的配级碎石厚度;本发明通过综合分析和精确判断坡体的渗水位置和范围,采用高效的渗水井布置方法,有效地解决了填方工程中常见的侧向渗水问题,提高了渗水防治的精准度和效果。
The invention belongs to the technical field of collapsible foundation reinforcement, and relates to a gully high fill engineering lateral water seepage prevention and control method which comprises the steps that S1, the position and range of lateral water seepage of a fill body are determined; s2, determining the condition of an underground water permeation field; s3, judging the condition of a bottom stratum; s4, arranging a seepage well; s5, the graded broken stone thickness of the bottom of the valley is designed; according to the method, the water seepage position and range of the slope body are comprehensively analyzed and accurately judged, an efficient seepage well arrangement method is adopted, the common lateral water seepage problem in a filling project is effectively solved, and the precision and effect of water seepage prevention and control are improved.
本发明属于湿陷性地基加固技术领域,涉及一种沟壑高填方工程侧向渗水防治方法,包括:步骤S1:确定填方体侧向渗水位置和范围;步骤S2:确定地下水渗透场情况;步骤S3:判断底部地层情况;步骤S4:布置渗水井;步骤S5:设计沟谷底部的配级碎石厚度;本发明通过综合分析和精确判断坡体的渗水位置和范围,采用高效的渗水井布置方法,有效地解决了填方工程中常见的侧向渗水问题,提高了渗水防治的精准度和效果。
Lateral water seepage prevention and control method for gully high fill engineering
一种沟壑高填方工程侧向渗水防治方法
03.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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