Tuning the shear thickening of suspensions through surface roughness and physico-chemical interactions by Bourrianne, Philippe, Niggel, Vincent, Polly, Gatien, Divoux, Thibaut, McKinley, Gareth H.

“…Shear thickening denotes the reversible increase in viscosity of a suspension of rigid particles under external shear. …”
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Active Vorticity Control in a Shear Flow Using a Flapping Foil by Gopalkrishnan, R., Triantafyllou, M.S., Triantafyllou, G.S., Barrett, D.S.

Subjects: “…shear flow…”
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Effects of coarse-grained material on hydraulic properties and shear strength of top soil by Rahardjo, Harianto, Indrawan, I. Gde Budi, Leong, Eng Choon, Yong, W. K.

“…Sidewalk failures associated with top soil of low shear strength are a common problem in urban areas. …”
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Shear behaviour of steel members and beam-to-column joints under elevated temperatures by Qian, Zhenhai

“…In this study, the beam web shear component of a joint has first been simplified into an equivalent girder web panel subjected to shear force. …”
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Influence of spatial variability on slope failure analysis by the shear strength reduction technique by Zhang, Wengang, Goh, Anthony Teck Chee

“…In this paper, two-dimensional (2D) slope stability failure using random field analysis is considered using the shear strength reduction technique for several cases. …”
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Shear Capacity of RC Beam with Opening Strengthened Using CFRP Sheet and Plate by Fai, Moi Kin, Ali, Noorwirdawati

“…This study aims to compare the maximal shear capacity of each CFRP configuration to that of conventional beams and evaluate the deflection profiles, failure modes, strain distribution, and crack patterns under shear loads. …”
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Effect of base columns arrangement to lateral displacement and shear lag of modified diagrid structures / by Fatin Izzaidah Anuar, 1991-, author 595269, Roslida Abd. Samat, supervisor 613915, Sariffuddin Sa'ad, supervisor 644487, Fakulti Kejuruteraan. Sekolah Kejuruteraan Awam 619085

Effect of base column length to the lateral displacement and shear lag of modified diagrid structures / by Chua, Fong Teng, 1991-,author 594696, Roslida Abd. Samat 613915, Sariffuddin Sa'ad 644487, Fakulti Kejuruteraan Awam 8022

Effect of base column length to the lateral displacement and shear lag of modified diagrid structures / by Chua, Fong Teng, 1991-,author 594696

The effectiveness of eugenia oleina in protecting tropical residual slope from excessive shear failure by Youventharan, D., Rokiah, Othman, Mohd Arif, Sulaiman, Putra Jaya, Ramadhansyah, Siti Noor Linda, Taib, Irfan Hakimie, Mohd Rodzif, Kuraisha, Kambali

“…Laboratory tests were conducted to measure soil shear strength, root properties, and the factor of safety (FOS) of tropical slopes before and after plant root implementation. …”
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Relationship between pore-size distribution and shear strength of compacted sand-kaolin mixtures by Fu, Weiqi.

“…Determination of pore size distribution of sand-kaolin relationship with shear strength is the main objective of the study. …”
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Effect of residual soil depth on soil-water characteristic curve and unsaturated shear strength by Tikno, Nickanor

“…This study focused on investigating characteristics of residual soils from three main formations in Singapore from different depths with respect to parameters of soil-water characteristic curve (SWCC) and unsaturated shear strength using statistical analyses. The parameters investigated in this study are percentage of fines (%), air-entry value (AEV), saturated permeability (ks), effective cohesion (c’), effective friction angle (’) and angle representing the rate of increase in shear strength with respect to an increase in matric suction (b). …”
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Seismic behaviour of reinforced concrete frame with offsetting steel plate shear wall and masonry infilled / by Muhammad Farhan Mohd. Fisol, 1994-, author 623549, Zamri Ramli, supervisor 318115, Fakulti Kejuruteraan Awam 8022

Seismic behaviour of reinforced concrete frame with offsetting steel plate shear wall and masonry infilled / by Muhammad Farhan Mohd. Fisol, 1994-, author 623549

Effects of interlayer notch and shear stress on interlayer strength of 3D printed cement paste by He, Lewei, Chow, Wai Tuck, Li, Hua

“…In this paper for investigation of the effect of interlayer notch and shear stress on interlayer strength of 3D printed cement paste, experimental work is conducted with emphasis on the effects of nozzle shape, nozzle height and printing speed on the interlayer strength. …”
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Effect of base columns arrangement to lateral displacement and shear lag of modified diagrid structures [electronic resource] / by Fatin Izzaidah Anuar, 1991-, author 595269

Double Diffusion, Shear Instabilities, and Heat Impacts of a Pacific Summer Water Intrusion in the Beaufort Sea by Fine, Elizabeth C., MacKinnon, Jennifer A., Alford, Matthew H., Middleton, Leo, Taylor, John, Mickett, John B., Cole, Sylvia T., Couto, Nicole, Boyer, Arnaud Le, Peacock, Thomas

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A new method for the control of size of pellets in the melt pelletization process with a high shear mixer by Heng, Paul Wan Sia, Wong, Tin Wui, Shu, Jian Jun, Wan, Lucy Sai Cheong

“…The control of the melt pelletization process in an 8-l high shear mixer using specific energy consumption of the impeller motor was studied. …”
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Effect of pore-size distribution on unsaturated shear strength of residual soil from sedimentary Jurong formation by Ong, Weilin.

“…A change in the matric suction in the soil causes a change in water volume in an unsaturated soil, which in turn affects the unsaturated shear strength of the soil. The aim of the project is to investigate the effect of pore-size distribution on unsaturated shear strength of residual soil from Jurong Formation. …”
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On the shear failure of incipient rock discontinuities under CNL and CNS boundary conditions : insights from DEM modelling by Shang, Junlong, Zhao, Zhiye, Ma, S.

“…The significant increase of shear stress in the CNS direct shear tests conducted in this study was related to the opening of newly created micro-cracks and creation of the rupture zones within the rock bridges, leading to a dramatic increase in the normal stresses. …”
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