Soil Parameters of Kallang Formation and Old Alluvium in Singapore for Excavation Study with Plaxis-Reference-Cited by-同舟云学术

Soil Parameters of Kallang Formation and Old Alluvium in Singapore for Excavation Study with Plaxis

Published:2022-05 Issue:2 Volume:27 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Kog Yue Choong¹^ORCID,Loh Kar Kheng²^ORCID

Affiliation:

1. President, East West Engineering Consultants, 98 Duchess Rd., 269022 Singapore (corresponding author). ORCID: .

2. Consultant, CPG Consultants Pte Ltd., 1 Gateway Dr., Westgate Tower, #22-01, 608531 Singapore. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000665

Reference27 articles.

1. Non-linear soil stiffness in routine design

2. Benz T. 2007. “Small-strain stiffness of soils and its numerical consequences.” Ph.D. thesis Institut für Geotechnik Universität Stuttgart.

3. Brinkgreve R. 2005. “Selection of soil models and parameters for geotechnical engineering application.” In Proc. Geo-Frontiers Congress 2005 79–87. Reston VA: ASCE.

4. Brinkgreve, R. B. J., E. Engin, and H. K. Engin. 2010. “Validation of empirical formulas to derive model parameters for sands.” In Numerical methods in geotechnical engineering, 137–142. London: Taylor & Francis.

5. Brinkgreve, R. B. J., E. Engin, and W. M. Swolfs. 2012. PLAXIS 2D material models manual. Delft, Netherlands: Plaxis BV.

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