Results 241 to 250 of about 27,414 (309)

Dynamic principal modeling of cemented phosphogypsum stabilized soil under dry and wet cycles. [PDF]

PLoS One
Ji Z, Chen K, Zhang K.
europepmc   +1 more source

Adhesive Tape‐Inspired Polymer Coatings Enable Record‐Stable Zinc Anodes for High‐Rate Aqueous Batteries

Advanced Science, EarlyView.
An adhesive tape–inspired anode stabilization strategy is proposed by grafting poly(methyl methacrylate) onto natural rubber. The resulting copolymer coating exhibits elasticity, adhesion, and ion‐selective nanodomains, which lower Zn2+ desolvation barriers, guide deposition to the stable (002) facet, and ensure intimate interfacial contact, delivering
Shuo Zhao, Shuyue Luo, Yangming Zhang, Rongyan Xie, Zhen Liu, Zhengyin Yao, Xianru He, Jiangbo Li, Xiang Yao, Zhou Zhou, Dongbai Sun, Peng Zhang   +11 more
wiley   +1 more source

Innovative Machine Learning Approaches for Predicting the Asphalt Content During Marshall Design of Asphalt Mixtures. [PDF]

Materials (Basel)
Al-Ammari M, Dong R, Nasser M, Al-Maswari A.   +3 more
europepmc   +1 more source

High-Temperature Properties of Hot Mix Asphalt Modified with Different Nanomaterials. [PDF]

Nanomaterials (Basel)
AlHamdo YMH, Albayati AHK, Al-Kheetan MJ.   +2 more
europepmc   +1 more source

Reduction in Floor Impact Noise Using Resilient Pads Composed of Machining Scraps. [PDF]

Polymers (Basel)
Lee D, Jeon J, Kim W, Kim N, Lee M, Park J.   +5 more
europepmc   +1 more source

Quantum-resilient and adaptive multi-region data aggregation for IoMT using zero-knowledge proofs and edge intelligence. [PDF]

Sci Rep
Othman SB, Kumar G.
europepmc   +1 more source

AFM characterization of early <i>P. aeruginosa</i> aggregates highlights emergent mechanical properties. [PDF]

mSystems
Miller CD, Asgari M, Darch SE.
europepmc   +1 more source

Resilient modulus of asphalt concrete mixtures

, 2004
openaire   +1 more source

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Resilient Modulus of Cohesive Soils

Journal of Geotechnical and Geoenvironmental Engineering, 1997
Resilient modulus tests were performed on three clayey subgrade soils with repeated-loading triaxial test equipment. For the laboratory-compacted samples, stress at 1% axial strain from the conventional unconfined compression test (Su1.0%) was found to be a good indicator of the resilient modulus (MR).
Woojin Lee, N. C. Bohra, A. G. Altschaeffl, T. D. White   +3 more
openaire   +1 more source