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作 者:赵殿鹏 孔增增 李慈慈 姚平[4] 陈霓锐 Zhao Dian-peng;Kong Zeng-zeng;Li Ci-ci;Yao Ping;Chen Ni-rui(Zhejiang Transportation Engineering Management Center,Hangzhou 311215,Zhejiang,China;Hangzhou Communications Investment Construction Engineering Co.,Ltd.,Hangzhou 310004,Zhejiang,China;Zhejiang Institute of Communications,Hangzhou 311112,Zhejiang,China;CCCC Second Harbor Engineering Co.,Ltd.,Wuhan 430040,Hubei,China;River and Ocean Engineering College,Chongqing Jiaotong University,Chongqing 400074,China)
机构地区:[1]浙江省交通工程管理中心,浙江杭州311215 [2]杭州交投建设工程有限公司,浙江杭州310004 [3]浙江交通职业技术学院,浙江杭州311112 [4]中交第二航务工程局有限公司,湖北武汉430040 [5]重庆交通大学河海学院,重庆400074
出 处:《中国水运》2024年第10期101-103,共3页
基 金:浙江省交通质监行业科技计划项目(ZJ201904)。
摘 要:依托实际工程,建立了适用于滨海粉土地基条件下基坑降水的饱和-非饱和三维地下水模型,仿真分析了强涌潮、降雨、井点失效等复杂条件对基坑降水效果的影响。结果表明:在五十年一遇及百年一遇强涌潮作用下口门处基坑的水位变化较大,水位上升迅速,对基坑安全施工存在极大的影响;在降雨工况中持续暴雨对基坑水位影响加大,其水位上升过程较快,而持续大暴雨下,基坑水位上升迅速;在强涌潮和降雨的共同作用时,基坑水位明显提升,且上升迅速。Based on an actual engineering project,a three-dimensional saturated-unsaturated groundwater model suitable for foundation pit dewatering in coastal silty foundations was established.The model was used to simulate and analyze the impact of complex conditions such as strong tidal surges,rainfall,and well point failures on the effectiveness of foundation pit dewatering.The results show that under the influence of 50-year and 100-year return period strong tidal surges,the water level at the mouth of the pit changes significantly,rising rapidly,which greatly affects the safety of foundation pit construction.During rainfall conditions,continuous heavy rain significantly impacts the water level in the foundation pit,causing it to rise quickly.Under conditions of sustained torrential rain,the foundation pit water level rises rapidly.When strong tidal surges and rainfall act together,the foundation pit water level increases significantly and rapidly.
分 类 号:U641[交通运输工程—船舶及航道工程]
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