Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Po-Kai Wu"'
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Today''s consumers in the product information explosion era, into the store shopping, the same types of goods may be as many as there are dozens, it seems that only the only indicator of the brand is our identification products, As technolog
Today''s consumers in the product information explosion era, into the store shopping, the same types of goods may be as many as there are dozens, it seems that only the only indicator of the brand is our identification products, As technolog
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/42962350499027830981
Publikováno v:
Bulletin of Engineering Geology and the Environment. 79:2971-2995
This paper discusses the behavior and contributing factors of land subsidence in the intersection area of Expressway (Expwy) 78 and Taiwan High Speed Rail (THSR), located on Choshui River alluvial fan-delta (CRAFD) to the midwest of Taiwan. Since the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d681435a7191902bceb2a87fac8b353
https://doi.org/10.1007/s10064-020-01757-3
https://doi.org/10.1007/s10064-020-01757-3
Publikováno v:
International Journal of Steel Structures. 20:400-414
In precast construction, because the precast beams are broader and the frame-type steel scaffolds need to bear more weight, such as that of the precast slabs and precast beams, the dimensions and load-bearing capacities of the frame-type steel scaffo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e577d5151ee4a43eacb73076d3cf3900
https://doi.org/10.1007/s13296-019-00292-6
https://doi.org/10.1007/s13296-019-00292-6
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1200:012030
Laboratory triaxial compression tests were carried out to investigate the mechanical behavior of dense sand and geogrid-reinforced granular soils. The tested sand having its mean particle size (D50) equal to 0.6 mm was adopted. Three geogrids with di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::46be617542bdf28944c8c0443678a685
https://doi.org/10.1088/1757-899x/1200/1/012030
https://doi.org/10.1088/1757-899x/1200/1/012030
Publikováno v:
Sustainable Issues in Transportation Engineering ISBN: 9783030341862
This paper discusses results of a long-term onsite monitoring on ground subsidence and soil compressibility at the intersection of Expressway (Expwy) 78 and the High-Speed Rail of Taiwan (THSR). The intersection area is located on the Chuoswei River
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a4fed54a1277a85a594e3810d18506a
https://doi.org/10.1007/978-3-030-34187-9_1
https://doi.org/10.1007/978-3-030-34187-9_1
Publikováno v:
Journal of Testing & Evaluation; Mar2021, Vol. 49 Issue 2, p1-18, 18p
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 30:1579-1600
Slopes composed of stratified and poorly cemented rocks that fail during heavy rainfalls are typical in the outer zone of Taiwan's Western Foothills. This study investigates how hydraulic conductivity anisotropy influences pore water pressure (PWP) d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9f02c84147ee30716e6ca98314b6d906
https://doi.org/10.1002/nag.549
https://doi.org/10.1002/nag.549
Publikováno v:
Geosynthetics Engineering Journal. 14:185-194
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d230b1c3f4e86a4510865f21d5b1244
https://doi.org/10.5030/jcigsjournal.14.185
https://doi.org/10.5030/jcigsjournal.14.185
Publikováno v:
Geotechnical Testing Journal. 31:100773
Four direct shear (DS) apparatuses having different sizes with the specimen lengths ranging from 40 to 800 mm were constructed in the study. The vertical and shear stresses acting on the shear zone were measured as accurately as possible confirming i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ee8fa8dec5f86e6b77289e5bc17e816
https://doi.org/10.1520/gtj100773
https://doi.org/10.1520/gtj100773