TY - GEN
T1 - Monitoring of Ground Behavior During the Excavation of an Underground Ramp
AU - Hasan, Grant
AU - Afshani, Alireza
AU - Akagi, Hirokazu
AU - Endou, Keiichiro
N1 - Publisher Copyright:
© 2020, Springer Nature Switzerland AG.
PY - 2020
Y1 - 2020
N2 - In large cities, underground spaces are gradually limited and interaction between new excavation and existing underground structure becomes a very important problem. The excavation of several underground ramps was launched in Tokyo to link the aboveground traffic flow with underground tunnels. The ramps approach underground twin tunnels and then connect to them. Detailed monitoring instruments were set on the ground surface and nearby tunnels to monitor ground and nearby structures during excavation. The excavation details of one of the ramps are studied. The ramp has a unique spiral curvature in both vertical and horizontal directions. Ground surface instrumentations and monitoring outputs are discussed along ramp alignment before, during, and after passing of the shield machine through several sections. The transverse and longitudinal ground surface settlement data are mainly discussed and interpreted. Also, a numerical model of one of the ramps was created to investigate various influencing parameters and prospect the behaviour of ground-tunnels systems where field data are not available. The predicted results are also limited to tunnelling-induced ground displacement.
AB - In large cities, underground spaces are gradually limited and interaction between new excavation and existing underground structure becomes a very important problem. The excavation of several underground ramps was launched in Tokyo to link the aboveground traffic flow with underground tunnels. The ramps approach underground twin tunnels and then connect to them. Detailed monitoring instruments were set on the ground surface and nearby tunnels to monitor ground and nearby structures during excavation. The excavation details of one of the ramps are studied. The ramp has a unique spiral curvature in both vertical and horizontal directions. Ground surface instrumentations and monitoring outputs are discussed along ramp alignment before, during, and after passing of the shield machine through several sections. The transverse and longitudinal ground surface settlement data are mainly discussed and interpreted. Also, a numerical model of one of the ramps was created to investigate various influencing parameters and prospect the behaviour of ground-tunnels systems where field data are not available. The predicted results are also limited to tunnelling-induced ground displacement.
KW - Curved alignment
KW - Field instrumentation
KW - Ground movements
KW - Monitoring points
KW - Tunnel
KW - Underground ramp
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U2 - 10.1007/978-3-030-32029-4_61
DO - 10.1007/978-3-030-32029-4_61
M3 - Conference contribution
AN - SCOPUS:85075555757
SN - 9783030320287
T3 - Springer Series in Geomechanics and Geoengineering
SP - 718
EP - 729
BT - Information Technology in Geo-Engineering - Proceedings of the 3rd International Conference ICITG 2019
A2 - Correia, António Gomes
A2 - Tinoco, Joaquim
A2 - Cortez, Paulo
A2 - Lamas, Luís
PB - Springer
T2 - 3rd International Conference on Information Technology in Geo-Engineering, ICITG 2019
Y2 - 29 September 2019 through 2 October 2019
ER -