Results 241 to 250 of about 772,601 (302)

Efficient and stable catalytic hydrolysis of perfluorocarbon enabled by SO₂-mediated proton supply. [PDF]

Nat Commun
Zhang H, Luo T, Chen Y, Wang X, Mariani E, Liu K, Fu J, Liu C, Liu H, Lin Z, Chai L, Coote ML, Cortés E, Liu M.   +13 more
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Unraveling In-Situ Formation of Surface Nickel Nitride Structures in Plasma-Assisted Catalytic Ammonia Synthesis. [PDF]

J Phys Chem Lett
Kondratowicz C, Zheng Y, Liu N, Chang Z, Xu Y, Trettin JL, Mei B, Koel BE, Ju Y.   +8 more
europepmc   +1 more source

Durable Thin-Film Porous Transport Electrodes for High Current Density PEM Water Electrolysis. [PDF]

Adv Sci (Weinh)
Young JL, Beltrán DE, Blair SJ, Duarte RPM, Parimuha MR, Yu H, van Eijk L, Reeves KS, Grejtak T, Martinez J, Chao BA, Wrubel J, Kreider ME, Miller EM, Lenef JD, Heinselman KN, Pylypenko S, Cullen DA, Bender G.   +18 more
europepmc   +1 more source

Laser-fabricated reconfigurable PT-symmetric sensors for wireless health monitoring of CFRP structures. [PDF]

Microsyst Nanoeng
Yue W, Guo Y, Zhang Y, Zhao Z, Zang X.
europepmc   +1 more source

Testing concrete piles in situ

, 1962
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Test Fills and in Situ Tests

1991
In situ test is the best established method for compaction control in any kind of soil. Laboratory compaction tests cannot usually be carried out in rockfill, because the large sizes of rock cannot be introduced in the laboratory moulds. Usually it is not allowable to employ sizes larger than one fifth the smaller inner dimension of the container (v ...
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In-Situ Soil Testing

2000
In-situ soil testing is an essential part of geotechnical engineering. While many devices have been developed over the years for measuring soil properties in-situ, the pressuremeter and the cone penetrometer (CPT) are arguably the two most widely used in-situ soil testing devices.
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In Situ Soil Testing

2014
Mechanical properties of the geomaterial frequently change during the sampling and the traveling as will be described in Sect. 6.5. Therefore, it is recommended to obtain the mechanical properties in situ as possible. As shown in Fig. 4.4, however, an in situ test is difficult to obtain the behavior at large strain.
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