Discussions and Closures
Sep 28, 2024

Discussion of “Effects of Movement Induced by Ground Improvement on the Performance of an Excavation Support System in Underconsolidated Clay”

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 150, Issue 12
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

References

Dong, Y. P., and A. J. Whittle. 2017. “Effects of deep soil mixing and jet grouting on adjacent retaining walls and ground.” In Proc., Geotechnical Aspects of Underground Construction in Soft Ground, 91–96. Boca Raton, FL: CRC Press.
Ikuo, T., and S. R. Kim. 1990. “Undrained strength of underconsolidated clays and its application to stability analysis of submarine slopes under rapid sedimentation.” Soils Found. 30 (1): 100–114. https://doi.org/10.3208/sandf1972.30.100.
Liu, J. C., and Y. Tan. 2023. “Review of through-wall leaking incidents during excavation of the subway stations of Nantong Metro Line 1 in thick water-rich sandy strata.” Tunnell. Underground Space Technol. 135 (Apr): 105056. https://doi.org/10.1016/j.tust.2023.105056.
Liu, J. C., and Y. Tan. 2024. “Hydraulic fracture failure during excavation of a working shaft for subway station: Forensic diagnosis and postfailure rehabilitation.” Eng. Fail. Anal. 155 (Jan): 107750. https://doi.org/10.1016/j.engfailanal.2023.107750.
Pan, H., L. Tong, Z. Wang, and T. Yang. 2022. “Effects of deep soil mixing on existing shield tunnels in soft soil ground.” Underground Space 7 (4): 724–733. https://doi.org/10.1016/j.undsp.2021.12.004.
Tan, Y., W.-Z. Jiang, H.-S. Rui, Y. Lu, and D.-L. Wang. 2020. “Forensic geotechnical analyses on the 2009 building-overturning accident in Shanghai, China: Beyond common recognitions.” J. Geotech. Geoenviron. Eng. 146 (7): 05020005. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002264.
Tan, Y., and M. Li. 2011. “Measured performance of a 26 m deep top-down excavation in downtown Shanghai.” Can. Geotech. J. 48 (5): 704–719. https://doi.org/10.1139/t10-100.
Tan, Y., X. Li, Z. Kang, J. Liu, and Y. Zhu. 2015a. “Zoned excavation of an oversized pit close to an existing metro line in stiff clay: Case study.” J. Perform. Constr. Facil. 29 (6): 04014158. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000652.
Tan, Y., and Y. Lu. 2017a. “Forensic diagnosis of a leaking accident during excavation.” J. Perform. Constr. Facil. 31 (5): 04017061. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001058.
Tan, Y., and Y. Lu. 2017b. “Why excavation of a small air shaft caused excessively large displacements: Forensic investigation.” J. Perform. Constr. Facil. 31 (2): 04016083. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000947.
Tan, Y., Y. Lu, and D. L. Wang. 2023. “Interactive behaviors of four closely spaced mega excavations in soft clays: Case study on an excavation group in Shanghai, China.” Tunnelling Underground Space Technol. 138 (Apr): 105186. https://doi.org/10.1016/j.tust.2023.105186.
Tan, Y., Y. Lu, and D. L. Wang. 2024. “Synchronous-cross zoned excavation of the oversized basement of Shanghai International Financial Centre by combination of bottom-up and top-down methods: Structural and geotechnical behaviors.” Tunnelling Underground Space Technol. 153 (Nov): 106023. https://doi.org/10.1016/j.tust.2024.106023.
Tan, Y., B. Wei, Y. Diao, and X. Zhou. 2014. “Spatial corner effects of long and narrow multipropped deep excavations in Shanghai soft clay.” J. Perform. Constr. Facil. 28 (4): 04014015. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000475.
Tan, Y., B. Wei, Y. Lu, and B. Yang. 2019. “Is basal reinforcement essential for long and narrow subway excavation bottoming out in Shanghai soft clay?” J. Geotech. Geoenviron. Eng. 145 (5): 05019002. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002028.
Tan, Y., B. Wei, X. Zhou, and Y. Diao. 2015b. “Lessons learned from construction of Shanghai metro stations: Importance of quick excavation, prompt propping, timely casting, and segmented construction.” J. Perform. Constr. Facil. 29 (4): 04014096. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000599.
Wang, Z. F., S. L. Shen, C. E. Ho, and Y. H. Kim. 2013. “Investigation of field-installation effects of horizontal twin-jet grouting in Shanghai soft soil deposits.” Can. Geotech. J. 50 (3): 288–297. https://doi.org/10.1139/cgj-2012-0199.
Wong, I. H., and T. Y. Poh. 2000. “Effects of jet grouting on adjacent ground and structures.” J. Geotech. Geoenviron. Eng. 126 (3): 247–256. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:3(247).

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 150Issue 12December 2024

History

Received: Jan 2, 2024
Accepted: Jan 25, 2024
Published online: Sep 28, 2024
Published in print: Dec 1, 2024
Discussion open until: Feb 28, 2025

Permissions

Request permissions for this article.

Authors

Affiliations

Professor, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, PR China. ORCID: https://orcid.org/0000-0003-3107-5454. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share