Deep Excavation in Soft Normally Consolidated Clay

Author:

Kog Yue Choong1ORCID

Affiliation:

1. President, East West Engineering Consultants, 98 Duchess Rd., Singapore 269022. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference18 articles.

1. Burland J. B. B. Simpson and H. D. St John. 1979. “Movements around excavations in London clay.” In Vol. 1 of Proc. 7th European Conf. Soil Mechanics Foundation Engineering 13–29. England UK: Building Research Establishment.

2. Cheuk J. C. Y. A. W. L. Lai C. K. W. Cheung V. K. W. Man and A. K. O. So. 2013. “The use of jet grouting to enhance stability of BERMED excavation.” In Proc. 18th Int. Conf. on Soil Mechanics and Geotechnical Engineering 1255–1258. Paris: The French Society for Soil Mechanics and Geotechnical Engineering.

3. Stabilizing berm design for temporary walls in clay;Clough G. W.;J. Geotech. Eng.,1977

4. Dames & Moore. 1983. Detailed geotechnical study: Interpretative report. Singapore: Mass Rapid Transit System.

5. El-Sherbiny M. M. R. M. El-Sherbiny and H. H. El-Mamlouk. 2018. “Three dimensional analysis of diaphragm walls supported by passive berms: Engineering challenges for sustainable underground use.” In Proc. 1st GeoMEast Int. Congress and Exhibition on Sustainable Civil Infrastructures edited by S. Agaiby and P. Grasso 115–127. Sharm El Sheikh Egypt: Springer. https://doi.org/10.1007/978-3-319-61636-0_9.

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