Fabrication and characterization of symmetrically tubular LSCM-based composite solid oxide electrolyzer cell by Chiam, Dean Tee Eng

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Televising the aged : towards a critical TV practice in Singapore by Kwek, Ivan Eng Tai.

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Osmotic oedometer using sodium chloride solution and reverse osmosis membrane by Bulolo, Sam, Leong, Eng Choon

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Electroosmotic flow hysteresis for fluids with dissimilar pH and ionic species by Lim, An Eng, Lam, Yee Cheong

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Efficient 3-D Fundamental LOD-FDTD Method Incorporated with Memristor by Yang, Zaifeng, Tan, Eng Leong

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Review of soil-water characteristic curve equations by Rahardjo, Harianto, Leong, Eng Choon

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Two and three-dimensional slope stability reanalyses of Bukit Batok slope by Leong, Eng Choon, Rahardjo, Harianto

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PTEN-opathies : from biological insights to evidence-based precision medicine by Yehia, Lamis, Ngeow, Joanne, Eng, Charis

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Unconditionally stable fundamental LOD-FDTD method with second-order temporal accuracy and complying divergence by Gan, Theng Huat, Tan, Eng Leong

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Lyapunov and matrix norm stability analysis of ADI-FDTD schemes for doubly lossy media by Heh, Ding Yu, Tan, Eng Leong

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Multiple LOD-FDTD method for inhomogeneous coupled transmission lines and stability analyses by Heh, Ding Yu, Tan, Eng Leong

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Modeling hemoglobin at optical frequency using the unconditionally stable fundamental ADI-FDTD method by Heh, Ding Yu, Tan, Eng Leong

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Timoshenko beam effect in flexural resonant column tests by Leong, Eng Choon, Cheng, Z. Y.

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Economic indicators for the Singapore economy by Neo, Peck Eng, Tan, Huck Yang

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Fundamental ADI-FDTD method for multiple-pole Debye dispersive media by Heh, Ding Yu, Tan, Eng Leong

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Bolstering functionality in multilayer and bilayer WS₂ via focused laser micro-engraving by Chan, Si Min, Poh, Eng Tuan, Leong, Jin Feng, Goh, Johnson Kuan Eng, Sow, Chorng Haur

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Characteristics of scanning curves of two soils by Tami, Denny, Rahardjo, Harianto, Leong, Eng Choon

“…The first slope model consisted of a fine sand layer overlying a gravelly sand layer, while the second slope model involved a silty sand layer overlying a gravelly sand layer. …”
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Effects of hysteresis on steady-state infiltration in unsaturated slopes by Tami, Denny, Rahardjo, Harianto, Leong, Eng Choon

“…The slope model consisted of a 400 mm thick fine sand layer overlying a 200 mm thick gravelly sand layer at a slope angle of 30°. …”
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Governing failure mode of unsaturated soil slopes under rainwater infiltration by Huang, Wengui, Leong, Eng-Choon, Rahardjo, Harianto

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Water characteristic curves of recycled materials by Rahardjo, Harianto, Leong, Eng Choon, Vilayvong, K.

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