Results 181 to 190 of about 92,251 (305)
Experimental study on vertical compressive bearing capacity of single pile in Weihe river second terrace. [PDF]
Du X, Liu F.
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Fluorene‐functionalized spiro‐phenothiazine (PTZ‐Fl) exhibits strong Li+ affinity and thermal stability, enabling a PCE of 25.75% in small‐area cells and 22.07% in 25 cm2 modules. Under ISOS‐L3 conditions, PTZ‐Flbased devices retain over 80% efficiency after 1000 hours, demonstrating superior stability and scalability compared to spiro‐OMeTAD for next ...
Javier Urieta‐Mora +17 more
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Frequency domain analysis of torsional vibration of single pile in orthotropic viscoelastic layered foundation. [PDF]
Lian Z, Zhu Y, Jiu Y.
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Bearing capacity calculations for piles in permafrost
4th International Conference on Cold Regions Engineering, February 24, 1986, Anchorage, Alaska ...
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Transition metal oxy/carbo‐nitrides show great promise as catalysts for sustainable processes. A Mn‐Mo mixed‐metal oxynitride attains remarkable performance for the direct synthesis of acetonitrile, an important commodity chemical, via sequential C─N and C─C coupling from syngas (C1) and ammonia (N1) feedstocks.
M. Elena Martínez‐Monje +7 more
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An innovative foundation for enhancing the mechanism of transferring vertical loads on sandy soil. [PDF]
Alsanabani N +3 more
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Bacteria‐Responsive Nanostructured Drug Delivery Systems for Targeted Antimicrobial Therapy
Bacteria‐responsive nanocarriers are designed to release antimicrobials only in the presence of infection‐specific cues. This selective activation ensures drug release precisely at the site of infection, avoiding premature or indiscriminate release, and enhancing efficacy.
Guillermo Landa +3 more
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Mechanisms of pile-soil stress and deformation in excavations under the coupled effects of excavation disturbance and extreme rainfall infiltration. [PDF]
Wang X +5 more
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SETTLEMENT AND BEARING CAPACITY OF LONG PILE
Armen Ter-Martirosyan +3 more
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Bearing capacity of pile preloaded by downdrag
An instrumented steel-pipe pile, 49 m long, driven through a highway embankment into a deep deposit of compressible marine clay accumulated a peak downdrag load P[N] of 1.52 MN after 10 years. After the pile was filled with concrete, a comprehensive load-testing program was carried out over a period of 20 days to investigate the load-carrying ...
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