@inproceedings{3ef9e0339b3d46af8cf3be24b6031701,
title = "Ground behaviour due to advancement of steel pipes of the pipe lining tunnel work",
abstract = "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.",
keywords = "Displacement, Finite element method, Measurement, Pipe lining tunnelling",
author = "Yasuharu Okabe and Kazuhito Komiya and Hiroki Takahashi and Hirokazu Akagi",
year = "2013",
month = jan,
day = "1",
language = "English",
isbn = "9787114105821",
series = "5th China-Japan Geotechnical Symposium",
publisher = "People's Communications Press",
pages = "17--21",
booktitle = "5th China-Japan Geotechnical Symposium",
note = "5th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering ; Conference date: 18-05-2013 Through 19-05-2013",
}