标题:Test study of pore water pressure during dynamic compaction at the subgrade of highway in the Yellow River flood area
作者:Yao, Kai; Yao, Zhanyong; Song, Xiuguang; Shang, Qingsen
通讯作者:Yao, Z
作者机构:[Yao, Kai; Yao, Zhanyong; Song, Xiuguang; Shang, Qingsen] Shandong Univ, Sch Civil Engn, Jinan 250061, Peoples R China.
会议名称:4th International Conference on Technology of Architecture and Structure (ICTAS 2011)
会议日期:SEP 22-24, 2011
来源:SUSTAINABLE DEVELOPMENT OF URBAN ENVIRONMENT AND BUILDING MATERIAL, PTS 1-4
出版年:2012
卷:374-377
页码:436-439
DOI:10.4028/www.scientific.net/AMR.374-377.436
关键词:The Yellow River flood area; Dynamic compaction; Pore water pressure
摘要:The Yellow River flood area mainly consisted of silt and silty clay. Water level observing holes and pore water pressure gauges were embedded in the test section. The observation results showed that: The pore water pressure of 3m and 5m grew slowly at the beginning. With the increase of ramming strike and the total ramming strike energy, the fourth hit pore water pressure mutated and then grew slowly. The pore water pressure of 7m and 9m grew slowly all the time. Because of the well point dewatering, the excess pore water pressure dissipated very soon. 70 similar to 75% of the excess pore water pressure of the first pass dissipated 3 hours after ramming strike, then the excess pore water pressure dissipated slowly. The excess pore water pressure of 3m and 5m grew significantly, so the effective reinforcing depth of dynamic compaction was 5m.
收录类别:CPCI-S;EI;SCOPUS
Scopus被引频次:1
资源类型:会议论文;期刊论文
原文链接:https://www.scopus.com/inward/record.uri?eid=2-s2.0-82055208188&doi=10.4028%2fwww.scientific.net%2fAMR.374-377.436&partnerID=40&md5=891aebfcaa54c75b5efaecb66b0a5983
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