Search Results - "Ooi, S.K."

DSC studies of the curing mechanisms and kinetics of DGEBA using imidazole curing agents by Ooi, S.K., Cook, W.D., Simon, G.P., Such, C.H.

“…The curing mechanisms and kinetics of diglycidyl ether of bisphenol A using 1-methylimidazole (1-MI), 2-methylimidazole (2-MI), 2-phenylimidazole (2-PhI) and…”
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Mediation: Moderation mechanism between the relationship of corporate social responsibility and employees' promotive voice behavior by Memon, Khalid Rasheed, Khalid, Saima, Ghani, Bilqees

“…The purpose of this article is to explore the impact of corporate social responsibility on employees' promotive voice behavior through the mediation-moderation…”
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Simplified Lateral Load Analyses of Fixed-Head Piles and Pile Groups by Ooi, Phillip S.K, Chang, Brian K.F, Wang, Shuohang

“…The characteristic load method (CLM) can be used to estimate lateral deflections and maximum bending moments in single fixed-head piles under lateral load…”
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Performance of a single-propped wall during excavation and during freezing of the retained soil by Ooi, Phillip S.K., Walker, Michael P., Smith, Jeffrey D.

“…A single-propped soldier-pile-tremie-concrete wall was constructed as part of the excavation support system for a tunnel jacking project. This wall supported a…”
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Interferometric Synthetic Aperture Radar versus Inclinometer Ground Surface Deformations at Active Landslide by Hendrix, Ryan, Ooi, Phillip S.K.

“…Rockfalls and landslides commonly occur in the Hawaiian islands. When these events occur along a thoroughfare, they can result in the loss of lives, cause…”
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Use of Low-Activity Nuclear Density Gauge in Iron Oxide-Rich Soils by Londynsky, Elizabeth N., Ooi, Phillip S. K.

“…Nuclear density gauges (NDG) have been widely used for field compaction control. However, their shortcomings include the burden of licensing with nuclear…”
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Nonlinear Interpretation of Resilient Modulus Parameters Considering Incremental Static and Dynamic Loading by Archilla, Adrian Ricardo, Ooi, Phillip S.K., Pathak, Saroj

“…The resilient modulus ( M r ) is typically interpreted as the average of the last five secant slopes of the cyclic stress-axial resilient strain curve from…”
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Incorporating shear stress ratio and load cycle number in a simple permanent deformation model for unbound material by Ooi, Phillip S.K.

“…A power model (ε = A. NB) to estimate permanent strain (ε) from single-stage repeated load triaxial (RLT) tests can simulate both shakedown and incremental…”
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Comparison of Field Behavior with Results from Numerical Analysis of a Geosynthetic Reinforced Soil Integrated Bridge System Subjected to Thermal Effects by Taeb, Arshia, Ooi, Phillip S.K.

“…When subjected to ambient daily temperature fluctuations, a 109.5 ft-long geosynthetic reinforced soil integrated bridge system (GRS-IBS) was observed to…”
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Ascorbic acid prevents loss of Dlk1-Dio3 imprinting and facilitates generation of all–iPS cell mice from terminally differentiated B cells by Stadtfeld, Matthias, Apostolou, Effie, Ferrari, Francesco, Choi, Jiho, Walsh, Ryan M, Chen, Taiping, Ooi, Steen S K, Kim, Sang Yong, Bestor, Timothy H, Shioda, Toshi, Park, Peter J, Hochedlinger, Konrad

“…Konrad Hochedlinger and colleagues show that ascorbic acid enhances cellular reprogramming by preventing hypermethylation of the imprinted Dlk1 - Dio3 locus…”
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Use of a Laser Diffractometer to Obtain the Particle Size Distribution of Fine-Grained Soils by Galacgac, Jessica A., Ooi, Phillip S. K.

“…Obtaining the particle size distribution (PSD) of fine-grained soils in hydrometer testing has several shortcomings, particularly long test duration, whereas a…”
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Long-Term Behavior of a Geosynthetic Reinforced Soil Integrated Bridge System in Hawaii by Ooi, Phillip S. K., Adams, Michael T., Lawrence, Joseph B.

“…A 109.5-Ft-long Geosynthetic Reinforced Soil Integrated Bridge System (GRS-IBS) in Hawaii was instrumented to measure superstructure strains, vertical…”
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Model for the Erosion Rate Curve of Cohesive Soils by Rahimnejad, Reza, Ooi, Phillip S. K.

“…The scour rate found by the cohesive soil-erosion function apparatus (SRICOS-EFA) method provides more accurate and realistic scour predictions than the…”
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Factors Affecting Critical Shear Stress of Scour of Cohesive Soil Beds by Rahimnejad, Reza, Ooi, Phillip S. K.

“…Nearly 60% of bridge failures in the United States are caused by scour. When water flows in a channel, there is a critical value of riverbed shear stress;…”
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Interpretation of Shakedown Limit from Multistage Permanent Deformation Tests by Song, Yonghui, Ooi, Phillip S. K.

“…A multistage permanent deformation (PD) test of geomaterials is more economical than the single-stage variety. Only one sample must be tested for the former,…”
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Effects of composition on the water uptake and hydroplasticisation of the glass transition temperature of methacrylate copolymers by Ooi, Soo K, Cook, Wayne D, Simon, George P, Such, Christopher H

“…The effects of composition on the glass transition of dry and hydroplasticised copolymers of methyl methacrylate (MMA), butyl methacrylate (BMA) and…”
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Numerical Study of an Integral Abutment Bridge Supported on Drilled Shafts by Ooi, Phillip S. K, Lin, Xiaobin, Hamada, Harold S

“…The majority of integral abutment bridges (IABs) in the United States are supported on steel H-piles to provide the flexibility necessary to minimize the…”
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Field Behavior of an Integral Abutment Bridge Supported on Drilled Shafts by Ooi, Phillip S. K, Lin, Xiaobin, Hamada, Harold S

“…The abutments of integral bridges are traditionally supported on a single row of steel-H-piles that are flexible and that are able to accommodate lateral…”
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Shear Strength Characteristics of Recycled Glass by Ooi, Phillip S. K., Li, Melanie M. W., Sagario, Michelle L. Q., Song, Yonghui

“…A comparison of the California bearing ratio (CBR) for recycled glass (RG) with other recycled materials and a basaltic virgin aggregate, all having similar…”
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Resilient Modulus Models for Compacted Cohesive Soils by Ooi, Phillip S. K., Archilla, A. Ricardo, Sandefur, Kealohi G.

“…Three-parameter models have been used to represent the effects of confining and shear stresses on the value of resilient modulus. A new generation of such…”
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