Probabilistic modeling of offshore deep cement mixing improved ground

Author:

Yin K.S.,Xiao T.,Luo H.Y.,Zou H.F.,Zhang L.M.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference45 articles.

1. Al-Naqshabandy, M.S., N.S. Bergman, S. Larsson. 2012. Strength variability in lime-cement columns based on CPT data. Ground Improv. 165 (1): 15–30. https://doi.org/10.1680/grim.2012.165.1.15.

2. In-situ testing of Singapore marine clay at Changi;Arulrajah;Geotech. Geol. Eng.,2005

3. Mineralogical and mechanical analysis of cement-stabilised sands;Bellato;Proc. Inst. Civil Eng.-Ground Improve.,2020

4. Variability of strength and deformation properties in lime–cement columns evaluated from CPT and KPS measurements;Bergman;Georisk: Assess. Manage. Risk Eng. Syst. Geohazards,2013

5. Chen, J., Lee, F.H., Ng, C.C., 2011. Statistical analysis for strength variation of deep mixing columns in Singapore. In: Geo-Frontiers 2011: Advances in Geotechnical Engineering, pp. 576–584. .

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