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汕汾高速公路典型软基路段预制砼管桩处理效果评价
引用本文:FENG Rong?xing1,LIU Zhao?quan2. 汕汾高速公路典型软基路段预制砼管桩处理效果评价[J]. 焦作工学院学报, 2002, 0(5)
作者姓名:FENG Rong?xing1  LIU Zhao?quan2
作者单位:广东省有色金属地质勘查局 广东广州510080(冯荣兴),黑龙江省水利水电勘测设计研究院 黑龙江哈尔滨150080(刘朝权)
摘    要:在软基地区修筑高速公路,路基的沉降和稳定是制约施工工期和行车安全的两大基本问题,汕汾高速公路的典型软基路段按照常规手段处理后,路基填筑至设计高度一半,出现裂缝,果断地采取了部分卸载-等待-再加载的措施,再加载后裂缝再度出现.经多方反复论证,采取压入预制砼管桩的处理方案,效果良好,本文对此进行介绍,并从软基监测的角度进行评价.

关 键 词:高速公路  沉降和稳定  基础条件  预制砼管桩

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