长江口细砂路基填筑施工含水率确定方法  

Method for Determining Water Content in Filling Construction of Roadbed by Fine Sand at the Mouth of Changjiang River

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作  者:陈立生 杨戈[2] 王朋[3] 

机构地区:[1]上海城建市政工程(集团)有限公司,上海200065 [2]同济大学土木工程学院,上海200092 [3]同济大学道路与交通教育部重点实验室,上海201804

出  处:《城市道桥与防洪》2013年第4期125-127,14,共3页Urban Roads Bridges & Flood Control

摘  要:该文针对长江口细砂路基压实的技术难点,以室内击实试验为基础,结合现场施工实际,综合考虑细砂填料"多峰"特性、细砂最佳含水率和天然含水率关系、现场施工便易性等因素,明确了长江口细砂路基填筑施工含水率的确定方法。Aiming at the technical difficulties of roadbed compaction by the fine sand at the mouth of Changjiang River,based on the indoor compaction test and according to the field construction practices,the article comprehensively considers the 'multi-peak' characteristic of fine sand stuffing,the relationship of the best water content and the natural water content of fine sand,the usability of field construction and the other factors,and makes clear the method for determining the water content in the filling construction of roadbed by the fine sand at the mouth of Changjiang River.

关 键 词:长江口细砂 路基填筑 施工含水率 确定方法 

分 类 号:TU521.1[建筑科学—建筑技术科学]

 

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