Proportion Analysis of Ground Settlement Caused by Excavation and Dewatering of A Deep Excavation in Sand Area (Record no. 14279)

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fixed length control field a
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control field OSt
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control field 20210212151523.0
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fixed length control field 210212b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 13297
Author Chen, Yang
245 ## - TITLE STATEMENT
Title Proportion Analysis of Ground Settlement Caused by Excavation and Dewatering of A Deep Excavation in Sand Area
250 ## - EDITION STATEMENT
Volume, Issue number Vol,48 (1), March
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. New York
Name of publisher, distributor, etc. Springer
Year 2018
300 ## - PHYSICAL DESCRIPTION
Pagination 103-113p.
520 ## - SUMMARY, ETC.
Summary, etc. Ground settlement caused by combined influence of excavation and dewatering in sand area is discussed in this paper. The soil seepage-stress interaction model in a deep excavation is established based on the modified Mohr–Coulomb model using finite element theory, in order to analyze seepage field and ground settlement surrounding the deep excavation caused by well dewatering and soil excavation. Ground settlement caused by excavation and dewatering individually are obtained from the numerical investigation. A case history in northeastern China is adopted in this study, and the results show that, impact of ground settlement caused by excavation and dewatering is about three times the excavation depth (H). The maximum settlement point of monitoring sections appears at a distance of 22 m from the deep excavation, about 0.82–0.96 H. The ground settlement caused by soil excavation is dominant from 10 to 20 m away from the deep excavation, while the ground settlement beyond 25 m from the excavation is mainly caused by dewatering. Settlement caused by dewatering is kind of irreversible settlement, so the ground settlement of a deep excavation caused by well dewatering can not be ignored during design and construction of excavation engineering.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
9 (RLIN) 4621
Topical term or geographic name entry element Civil Engineering
700 ## - ADDED ENTRY--PERSONAL NAME
9 (RLIN) 13298
Co-Author Zhao, Wen
773 0# - HOST ITEM ENTRY
Place, publisher, and date of publication Switzerland Springer
International Standard Serial Number 0971-9555
Title Indian geotechnical journal
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URL https://link.springer.com/article/10.1007/s40098-017-0249-3
Link text Click Here
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Koha item type Articles Abstract Database
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          School of Engineering & Technology School of Engineering & Technology Archieval Section 2021-02-12 2021-2021480 2021-02-12 2021-02-12 Articles Abstract Database
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