Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Jiunnren Lai"'
Publikováno v:
Journal of Testing and Evaluation. 50:20210070
The Proctor test has been performed in conjunction with the field sand cone test for the quality control of earthworks for decades. However, the way that compaction energy is applied in a Proctor test (drop weight) is different from most of the field
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48b73a91dffd65a06e97a9d48d6e1b39
https://doi.org/10.1520/jte20210070
https://doi.org/10.1520/jte20210070
Publikováno v:
Sustainable Civil Infrastructures ISBN: 9783319957708
Low-strain surface reflection pile integrity testing (PIT) methods have been successfully used for the quality assurance of newly-built individual piles. However, for existing piles with pile cap, previous studies have shown that the stress-wave refl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6fbb78587984775016c98d38198c0876
https://doi.org/10.1007/978-3-319-95771-5_7
https://doi.org/10.1007/978-3-319-95771-5_7
Publikováno v:
DEStech Transactions on Materials Science and Engineering.
Non-destructive testing (NDT) techniques based on surface reflection of stress-wave have been successfully used for the integrity testing of newly-built individual piles. However, for piles with pile cap, previous studies have shown that the stress-w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6130d063800532f6c16656419d1834cb
https://doi.org/10.12783/dtmse/ictim2017/10063
https://doi.org/10.12783/dtmse/ictim2017/10063
Publikováno v:
DEStech Transactions on Materials Science and Engineering.
Fiberglass geogrids are often used to minimize thermal and stress related reflective cracking and to increases the fatigue life of pavements with weak foundations. The objective of this paper is to evaluate the bearing capacity of flexible pavement s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9f86bae9bd7519c23d41f7eaa11f46b7
https://doi.org/10.12783/dtmse/ictim2017/9960
https://doi.org/10.12783/dtmse/ictim2017/9960
Publikováno v:
SPIE Proceedings.
Effects of foundation stiffness on the linear vibrations of wind turbine systems are of concerns for both planning and construction of wind turbine systems. Current study performed numerical modeling for such a problem using linear spectral finite el
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6d18f27221488a28103991c2f19e05e7
https://doi.org/10.1117/12.2260662
https://doi.org/10.1117/12.2260662
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 615:012040
The western foothills geological zone of Taiwan contains sedimentary rocks such as conglomerate, sandstone, shale, and mudstone. These formations often cause severe damage to life and property during a natural disaster such as earthquake and rainstor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b75ecbbe5b63aa36ac2ac4937eee493
https://doi.org/10.1088/1757-899x/615/1/012040
https://doi.org/10.1088/1757-899x/615/1/012040
Publikováno v:
Journal of the Chinese Institute of Engineers. 36:627-637
Vibration tests and elastic wave techniques have been applied to assess the integrity of slender members extensively. Impact tests incorporating simple calculation formulae have the ability to serve as front-line methods for quick diagnosis of struct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::859d3864afa397351feaa7dbbb3c298f
https://doi.org/10.1080/02533839.2012.736777
https://doi.org/10.1080/02533839.2012.736777
Publikováno v:
Geo-China 2016.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cbb511acea6c18cdb4874788948bad2a
https://doi.org/10.1061/9780784480045.018
https://doi.org/10.1061/9780784480045.018
Publikováno v:
Geo-China 2016.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d240f8cfdfaad02043b45ac06d8622e
https://doi.org/10.1061/9780784480083.024
https://doi.org/10.1061/9780784480083.024
Publikováno v:
International Journal of Geomechanics. 16
Geosynthetics such as geogrids or geotextiles are often used for the reinforcement of weak soils. Much research has been performed to investigate the bearing capacity of reinforced shallow foundations using the limit equilibrium method with Mohr–Co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::930854942e55d2813c3e39dec3642e02
https://doi.org/10.1061/(asce)gm.1943-5622.0000468
https://doi.org/10.1061/(asce)gm.1943-5622.0000468