Results 191 to 200 of about 1,042 (263)

Compressive torsional hysteresis performance of concrete filled square CFRP steel tube. [PDF]

Sci Rep
Kuan P, Qing-Li W.
europepmc   +1 more source

Synergetic Combination of Carbon Xerogels, Graphene Oxide and nano‐ZnO for Aqueous and Organic Supercapacitors

Batteries &Supercaps, Volume 8, Issue 3, March 2025.
This work proposes the synthesis of carbon‐based nanostructured materials obtained using ZnO as both nanos‐ template and catalysts simultaneously. During the synthesis, GO was used as a stabiliser, preventing the collapse of the 3D structure and improving its properties in terms of capacitance and surface area.
Rusbel Coneo‐Rodríguez, Alvaro Yamil Tesio, Fernando Pablo Cometto, Gustavo Marcelo Morales, Gabriel Ángel Planes, Alvaro Caballero   +5 more
wiley   +1 more source

Field evidence of Trypanosoma cruzi infection, diverse host use and invasion of human dwellings by the Chagas disease vector in Florida, USA. [PDF]

PLoS Negl Trop Dis
Beatty NL, Bhosale CR, White ZS, Torhorst CW, Wilson KN, Dorleans R, Stenn TMS, Killets KC, Curtis-Robles R, Burkett-Cadena N, Nováková E, Hamer GL, Hamer SA, Wisely SM.   +13 more
europepmc   +1 more source

Study of the mechanical properties of double line pipelines under silty sandstone and pipeline coupling. [PDF]

Sci Rep
Xu CD, Han WH, Xia JX, Nie JK, Cao J, Wang ZH.   +5 more
europepmc   +1 more source

The effect of depth of the trap zone of an end release avalanche on the depletion of ore loss. [PDF]

Sci Rep
Wu X, Zhang N, Wu X.
europepmc   +1 more source

Assessing the welfare of smallholder pigs in Vietnam using a pilot protocol. [PDF]

Trop Anim Health Prod
Dang-Xuan S, Huyen LTT, Ha TQ, Duc DV, Dung LT, Tuan HA, Unger F, Doyle R, Toribio JA.   +8 more
europepmc   +1 more source

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SHEET-PILE WALLS AT FAILURE.

Proceedings of the Institution of Civil Engineers, 1956
EXPERIMENTS ARE DESCRIBED WITH MODEL WALLS IN LOOSE SAND WHERE THE WALLS FAILED IN BENDING OR PENETRATION. SHEET-PILE WALLS MAY BE DESIGNED TO A CERTAIN FACTOR OF SAFETY ON EITHER THE FIRST YIELD POINT OR THE ULTIMATE STRENGTH OF THE ANCHORAGE, WALL SECTION, AND EARTH RESISTANCE BENEATH THE DREDGE LEVEL.
P W ROWE, J BRINCH HANSEN
openaire   +1 more source

Performance of Sheet Pile Wall in Peat

Journal of Geotechnical and Geoenvironmental Engineering, 2008
To study the performance of sheet pile wall in peat during roadway construction, a long-term instrumentation program was conducted over a period of two years, measuring total lateral earth pressures, sheet pile deflections, soil movements, and water table level variances during construction.
Yong Tan, Samuel G. Paikowsky
openaire   +1 more source

Failure of anchored sheet pile walls

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1976
Several failures of anchored sheet pile walls have occurred in Sweden. Most of these have been caused by insufficient stability or by frost action. Large movements have been observed when piles were driven close to a wall and the driving depth exceeded that of the sheet piles due to the high excess pore pressures which develop during the driving in ...
Bengt B. Broms, Håkan Stille
openaire   +2 more sources