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  1. 281

    The Influence of Root Geometry on Soil Cohesion and Anchoring Ability through Geologic Time by Colicci, Vittorio

    Published 2025
    “…Force laws were then derived to approximate the anchoring contributions of root weight, sediment weight, static friction, and shear strength. This analysis revealed a strong dependence on the span, surface area, and volume of the root system, which were used to normalize values across different geometries. …”
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    Thesis
  2. 282

    Turbulent Flow over a Flexible Wall Undergoing a Streamwise Traveling Wavy Motion by Shen, Lian, Zhang, Xiang, Yue, Dick K.P., Triantafyllou, Michael S.

    Published 2005
    “…Above a threshold value of c/U ≈ 1, separation is eliminated; and, relative to small- c/U cases, turbulence intensity and turbulent shear stress are reduced significantly. The drag force decreases monotonically as c/U increases while the power required for the transverse motion generally increases for large c/U; the net power input is found to reach a minimum at c/U ≈ 1.2 (for fixed U). …”
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    Article
  3. 283

    Polydopamine nano-hybrids : interfacial and photoactive role in epoxy nanocomposites and polymerization by Subramanian, Alamelu Suriya

    Published 2020
    “…The results showed as much as 100% improvement in lap shear strength compared to unfilled epoxies bonded on aluminum substrates. …”
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    Thesis-Doctor of Philosophy
  4. 284

    Seismic performance of corroded reinforced concrete column-slab connections by Sutantyo, Samuel Kurniawan

    Published 2021
    “…Due to the lack of any shear reinforcement and drop panel, the slab-column connection is susceptible punching failure, especially when the building is also subjected to earthquake loadings. …”
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    Final Year Project (FYP)
  5. 285

    Design of floating photovoltaic structures in coastal waters by Tan, Pek Yeu

    Published 2021
    “…The rheological properties of the covers will be tested using DMA via small amplitude oscillatory shear test. The experiments will attempt to study the effects of stiffness of cover on the amplitude of cover, the wave attenuation of cover, and the damping effect of the cover. …”
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    Final Year Project (FYP)
  6. 286

    Behaviour of continuous deep beams with unsymmetrical web openings by Tham, Win Yen

    Published 2021
    “…Due to their dimensions, deep beams are predominantly controlled by shear strength. Precise analytical study on reinforced concrete deep beams has always been a complex issue and the presence of web openings in continuous deep beams exacerbates the situation. …”
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    Final Year Project (FYP)
  7. 287

    Ecocement for beach erosion control by Chua, Xue Ning

    Published 2022
    “…Unconfined compression (UC) tests were used to measure the shear strength of the treated sand in laboratory. …”
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    Final Year Project (FYP)
  8. 288

    Site characterization of reclaimed lands based on seismic cone penetration test by Wang, Hao, Wu, Shifan, Qi, Xiaohui, Chu, Jian

    Published 2022
    “…New methods for interpreting the downhole-type shear wave velocity, Vs, are adopted. The calculation method for Vs considering the Snell's law instead of the straight ray assumption is recommended for reclaimed lands. …”
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    Journal Article
  9. 289

    Comparative study of composite scarf and strap joints for equivalent repair signature under uniaxial tension by Srinivasan, Dharun Vadugappatty, Padma, S. Ravisankar, Idapalapati, Sridhar

    Published 2022
    “…Scarf joints are preferred in aerospace composite repairs that offer better strength, flushed surface and nearly uniform shear and peel stress distribution along the bond length. …”
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    Journal Article
  10. 290

    AC magnetorheology of polymer magnetic composites by Chaudhary, Richa, Chaudhary, Varun, Ramanujan, Raju V., Steele, Terry W. J.

    Published 2023
    “…Epoxy resins exceeded 11 MPa shear modulus at strains of <10% under an AMF of 140 Oe. …”
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    Journal Article
  11. 291

    Multi jet fusion of ZnO nanorod-reinforced PA12 nanocomposites by Seah, Ying Ting

    Published 2024
    “…Nanorods can helps to eliminate the shear induced alignment of short fibres. Together, this work provides a superior mechanical performance polymeric nano composite for the additive manufacturing. …”
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    Final Year Project (FYP)
  12. 292

    Solder joint testing and failure analysis by Kang, Eng Tat.

    Published 2012
    “…Adhesively bonded joints within most electronic devices are constantly subjected to a complex combination of tensile-shear loading. These devices are also likely to undergo thermo-mechanical cycling during device processing and service and therefore, the joints are likely to have existing low-cycle fatigue cracks, which might adversely affect the joint mechanical integrity under various loading situations. …”
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    Final Year Project (FYP)
  13. 293

    Factors affecting pre-failure instability of sand under plane-strain conditions by Wanatowski, D., Chu, Jian

    Published 2013
    “…In this paper, these factors are discussed and analysed using experimental data obtained from undrained instability (or creep) tests and constant shear drained (CSD) tests carried out under plane-strain conditions.…”
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    Journal Article
  14. 294

    High wavenumber coherent structures in low re apg-boundary-layer transition flow—a numerical study by Lo, Edmond Yat-Man, Chen, Weijia

    Published 2019
    “…Both parts are imbedded at the primary Λ-vortex stage and spatially coincide with the spike region and high shear layer. The tip part is associated with the later first ring-like vortex, while the rear part with the remainder of the Λ-vortex. …”
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    Journal Article
  15. 295

    Performance of horizontal drains in residual soil slopes by Rahardjo, Harianto, Santoso, Vera Amalia, Leong, Eng Choon, Ng, Yew Song, Hua, Chai Juay

    Published 2011
    “…Short duration and high intensity rainfall will increase pore-water pressure and as a result, shear strength of soil in slopes decrease and stability of the slopes is affected. …”
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    Journal Article
  16. 296

    A nano-opto-mechanical pressure sensor via ring resonator by Zhao, X., Tsai, J. M., Cai, H., Ji, X. M., Zhou, J., Bao, M. H., Huang, Y. P., Liu, Ai Qun., Kwong, Dim Lee.

    Published 2013
    “…The nano-opto-mechanical pressure sensor has potential applications such as shear stress displacement detection, pressure wave detector and pressure mapping etc.…”
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    Journal Article
  17. 297

    Computational fluid dynamics and shape analysis enhance aneurysm rupture risk stratification by Benemerito, I, Ewbank, F, Narracott, A, Villa-Uriol, M, Narata, AP, Patel, U, Bulters, D, Marzo, A

    Published 2024
    “…Non-sphericity index (shape variable) and maximum oscillatory shear index (CFD variable) were the strongest predictors of a ruptured status. …”
    Journal article
  18. 298

    Physical properties of keropok (fried crisps) in relation to the amylopectin content of the starch flours by Mohamed, Suhaila, Abdullah, Norakiah, Muthu, Mangayar Karasi

    Published 1989
    “…These starches can be recognised physically by their clarity on gelatinisation, stability to retrogradation, low resistance to shear and high cold‐paste viscosity. The addition of mung bean flour to tapioca flour helped increase the protein content and flavour of the keropok; it also reduced the oil absorption of the keropok during frying. …”
    Article
  19. 299

    Detailed turbulent structures investigation around piers group induced flow by Ikani, Nima, H. Pu, Jaan, Zang, Shuyan, Hussein Al-Qadami, Ebrahim Hamid, Razi, Adib

    Published 2024
    “…This paper aims to investigate the mean velocities and turbulence characteristics, which include Reynolds shear stresses (RSS) and turbulent intensities, in order to study temporal and spatial flow patterns around a complex three square-piers group. …”
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    Article
  20. 300

    Compressibility behavior of marine clay treated by combination of coal ash and cement by Pakir, F, Ismail, N A, Yunos, N Z M, Jamaludin, N, Talib, M K A, Dan, M F M, Madun, A

    Published 2023
    “…A lot of engineering problems could arise either during or after the construction phase due to low shear strength and high compressibility of this soil in the form of excessive settlement, slope instability or bearing capacity failure. …”
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    Conference or Workshop Item