Zobrazeno 1 - 10
of 49
pro vyhledávání: '"K Demars"'
Publikováno v:
Neuroscience Journal
Neuroscience Journal, Vol 2016 (2016)
Neuroscience Journal, Vol 2016 (2016)
Asymmetrical gait and a reduction in weight bearing on the affected side are a common finding in chronic stroke survivors. The purpose of this pilot study was to determine the effectiveness of a shoe insole device that we developed, called Walk-Even,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1f6778db550e55d9a9ae9cb5178c0865
http://europepmc.org/articles/PMC5143783
http://europepmc.org/articles/PMC5143783
Autor:
Shane K. DeMars, Gary N. McLean
Publikováno v:
Performance Improvement. 45:41-43
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b3e3d8754e4204661728977464bae47
https://doi.org/10.1002/pfi.4930450809
https://doi.org/10.1002/pfi.4930450809
Publikováno v:
Contaminated Sediments: Characterization, Evaluation, Mitigation/Restoration, and Management Strategy Performance
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::932a96cd5266eb9573ae0a7cc43b08a6
https://doi.org/10.1520/stp1442-eb
https://doi.org/10.1520/stp1442-eb
Publikováno v:
Geotechnical Testing Journal. 20:179
This paper presents the performance, reliability, and features of a hydraulic conductivity, k, testing equipment specially designed and fabricated for clay barrier-permeant compatibility studies. The key component of the equipment is a flow or infusi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f30691597f460d100284386bf0b6db56
https://doi.org/10.1520/gtj10737j
https://doi.org/10.1520/gtj10737j
Publikováno v:
Geotechnical Testing Journal. 20:139
A centrifuge-modeled rigid structure (CMRS) has been developed to study fundamental aspects of dynamic soil-structure interaction. It has been configured to simulate a gravity retaining wall and consists of a central core and multiple load-sensing pa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9117962a58cd58aaf9528716289f75b
https://doi.org/10.1520/gtj10734j
https://doi.org/10.1520/gtj10734j
Publikováno v:
Geotechnical Testing Journal. 20:199
This paper presents the design, fabrication, and assembly of a new geo-environmental engineering apparatus specifically made to experimentally evaluate the viability, feasibility, practicality, and economics of electrokinetic extraction of conservati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8d999da476b968c194493e6687892a30
https://doi.org/10.1520/gtj10739j
https://doi.org/10.1520/gtj10739j
Publikováno v:
Geotechnical Testing Journal. 20:258
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::72a13db61d2680cec249294203e92f58
https://doi.org/10.1520/gtj10744j
https://doi.org/10.1520/gtj10744j
Publikováno v:
Geotechnical Testing Journal. 20:149
The performance of local deformation transducers (LDTs) is described in the light of obtaining reliable data on the stiffness of geomaterial in a small-strain range. The components of LDTs and their functions are described, including recent modificat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::981b34b6e229f6dcbd7cf03663ddea80
https://doi.org/10.1520/gtj10735j
https://doi.org/10.1520/gtj10735j
Publikováno v:
Geotechnical Testing Journal. 20:252
Results of an experimental program are presented for the interface friction mobilized between expanded shale lightweight aggregate and commonly used structural materials: formed concrete, steel, and wood. A large-size direct shear device is used to p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f52870544b360f2ccdc933c9a94ed8ca
https://doi.org/10.1520/gtj10743j
https://doi.org/10.1520/gtj10743j
Publikováno v:
Geotechnical Testing Journal. 20:211
The results of hydrodynamic sieving tests in which pretensioned geotextile specimens were tested using glass beads as the suspended particles are reported. Biaxial as well as uniaxial tensile loads were used. Two types of geotextile were tested, a wo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c88daa2b4a7813b5049fce28dab80839
https://doi.org/10.1520/gtj10740j
https://doi.org/10.1520/gtj10740j