GROUND BEHAVIOUR DUE TO ADVANCEMENT OF STEEL PIPES OF THE PIPE LINING TUNNEL WORK

摘要：

　　Three dimensional ground displacements during the pile lining construction work were measured in the field in order to investigate the effect of the construction processes on the ground responses.In the pile lining method,a steel pile is driven forward by applying mechanical jack forces and excavating the soil in front of the pile.The ground displacement was mainly caused by these pile lining operations.Three dimensional FEM analyses were conducted to simulate the processes of the pile lining construction work and the numerical results were compared with the field measurements.

关键词： pipe lining tunnelling measurement finite element method displacement

作者: YASUHARU OKABE KAZUHITO KOMIYA HIROKI TAKAHASHI HIROKAZU AKAGI

作者单位: Amagasaki Chikko Co.,Ltd.,Shibuya,150-0013,Japan Chiba Institute of Technology,Narashino,275-8588,Japan SD Disaster Prevention Research Laboratory,Sumida,130-8543,Japan Department of Civil and Environmental Engineering,Waseda University,Shinjyuku,169-8555,Japan

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: 17-21

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）