FULL-SCALE EMBANKMENT LOAD TEST ON RETAINING WALLS WITH COMBINED HAT-TYPE SHEET PILES AND HAT-TYPE PLUS H-SECTION SHEET PILES

摘要：

　　Large retaining walls with high bending stiffness have been widely used,especially in coastal areas and riverbanks.Walls combining different types of sheet piles are practical,economical solutions for such retaining walls.A new type of combined wall consisting of hat-type sheet piles and hat-type plus H-section sheet piles has been developed.A full-scale embankment load test was carried out to investigate the bending stiffness of the new combined wall and to develop a design method.The test results show that the bending stiffness of the new walls can be evaluated as the average stiffness of the two types of sheet piles.

关键词： combined walls sheet piles full-scale load test earth pressure

作者: HIROAKI NAKAYAMA TOSHIHIKO SAKAMOTO NORIYOSHI HARATA KEI TESHIMA RYOSUKE NAGATSU

作者单位: Steel Structure Development Center,Nippon Steel Corporation,20-1 Shintomi,Futtsu,Chiba,293-85111,Jap Construction Materials & Products Division,Nippon Steel Corporation,6-1,Marunouchi 2-chome,Chiyoda-k Nippon Steel Southeast Asia Pte.Ltd.,16 Raffles Quay ＃17-01,Hong Leong Building,048581,Singapore

会议类型: 国际会议

会议名称: 5th China-Japan Geotechnical Symposium(第五届中日岩土工程学术会议)

会议地点: 成都

会议语种:英文

页码: 321-328

在线出版日期: 2013-05-18（万方平台首次上网日期，不代表论文的发表时间）