F
Fook Hou Lee
Researcher at National University of Singapore
Publications - 132
Citations - 3476
Fook Hou Lee is an academic researcher from National University of Singapore. The author has contributed to research in topics: Centrifuge & Finite element method. The author has an hindex of 28, co-authored 125 publications receiving 2836 citations. Previous affiliations of Fook Hou Lee include Coffey International.
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Physicochemical and engineering behavior of cement treated clays
TL;DR: In this paper, the relationship between the microstructure and engineering properties of cement-treated marine clay was examined using x-ray diffraction, scanning electron microscopy, pH measurement, mercury intrusion porosimetry, and laser diffractometric measurement of the particle size distribution.
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Strength and modulus of marine clay-cement mixes
TL;DR: In this paper, the authors examined the strength and modulus of marine clay-cement mixes with high cement content, which is more representative of that used in jet grouting.
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Structuration and Destructuration Behavior of Cement-Treated Singapore Marine Clay
TL;DR: In this article, the authors examined the structuration and destructuration characteristics of cement-treated Singapore marine clay and their relation to the observed microstructural behavior, and showed that destructuration (breaking of cementation bond) is progressive; the largest intercluster voids being the first affected.
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Effect of spatial variation of strength and modulus on the lateral compression response of cement-admixed clay slab
TL;DR: In this article, the heterogeneity in strength and Young's modulus were studied using random finite-element analyses, considering three sources of variation: namely, a deterministic radial trend in strength, a stochastic fluctuation component due to non-uniform mixing; and positioning errors arising from off-verticality of the mixing shafts.
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Load transfer approach for laterally loaded piles
Wei Dong Guo,Fook Hou Lee +1 more
TL;DR: In this paper, a load transfer approach is developed to simulate the response of laterally loaded single piles embedded in a homogeneous medium, by introducing a rational stress field, which can overcome the inherent disadvantage of the two-parameter model, although developed in a similar way.