Prediction of Ground Deformation Due to Shield Excavation in Clayey Soils
In recent years, because of the development of the technology in shield tunneling, deformation due to shield tunneling is mainly contributed by these occurring while a shield is passing and by subsequent deformations. Though a few methods have been proposed to predict the deformation in numerical, s...
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Published in | SOILS AND FOUNDATIONS Vol. 39; no. 3; pp. 53 - 61 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Elsevier B.V
01.06.1999
The Japanese Geotechnical Society |
Subjects | |
Online Access | Get full text |
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