Prediction analysis of deformation characteristics during construction and operation of tunnel anchor structure system in soft rock (Record no. 23547)

MARC details
000 -LEADER
fixed length control field 02112 a2200217 4500
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251030112230.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 251030b |||||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
Author Xiang, Jiabo
9 (RLIN) 27399
245 ## - TITLE STATEMENT
Title Prediction analysis of deformation characteristics during construction and operation of tunnel anchor structure system in soft rock
250 ## - EDITION STATEMENT
Volume, Issue number Vol.55(2), Apr
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Mumbai
Name of publisher, distributor, etc. Springer
Year 2025
300 ## - PHYSICAL DESCRIPTION
Pagination 927-938p.
520 ## - SUMMARY, ETC.
Summary, etc. As one of the important components of suspension bridge, the main role of tunnel anchor is to transfer the bridge load to the anchor plug, through the anchor plug to the surrounding rock, so as to ensure the stability and safety of the suspension bridge. The deformation and stability of the tunnel anchor plays a vital role in the normal and safe operation of the suspension bridge, while the surrounding rock, as the carrier of the transmission force of the tunnel anchor, also affects the stability of the tunnel anchor, especially in the soft surrounding rock conditions should pay more attention to the deformation and stability of the tunnel anchor. In this paper, FLAC-3D is used to perform 1:1 3D elastic–plastic numerical simulation of the tunnel anchor and its surrounding soft rock structural system on the north side of the river at the Wujiagang Yangtze River Bridge in Yichang, China. The anchor plug and its surrounding rock system are simulated and analyzed in three aspects: construction period, bearing period, and long-term operation. The displacement and deformation patterns of the anchor plug and the surrounding rock structure under different conditions are studied. The conclusions verify that the deformation and stability of the solid tunnel anchor under this soft rock condition can meet the engineering safety requirements.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Civil Engineering
9 (RLIN) 4621
700 ## - ADDED ENTRY--PERSONAL NAME
Co-Author Jia, Jianhong
9 (RLIN) 27400
773 0# - HOST ITEM ENTRY
Place, publisher, and date of publication Switzerland Springer
International Standard Serial Number 0971-9555
Title Indian geotechnical journal
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://link.springer.com/article/10.1007/s40098-024-00958-x
Link text Click here
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Articles Abstract Database
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Home library Current library Shelving location Date acquired Total Checkouts Barcode Date last seen Price effective from Koha item type
    Dewey Decimal Classification     School of Engineering & Technology (PG) School of Engineering & Technology (PG) Archieval Section 30/10/2025   2025-1591 30/10/2025 30/10/2025 Articles Abstract Database
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