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pro vyhledávání: '"Thu Minh Le"'
Autor:
Thu Minh Le, Behzad Fatahi
Publikováno v:
Engineering Computations, 2016, Vol. 33, Issue 2, pp. 410-442.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/EC-11-2014-0236
Autor:
Minh-Xuan Pham, Thu Minh Le, Thien Trong Tran, Huynh Ky Phuong Ha, Mai Thanh Phong, Van-Huy Nguyen, Le-Hai Tran
Publikováno v:
RSC Advances. 11:39657-39665
Pervaporation, mainly utilized to separate azeotropic mixtures, has been paid much attention for desalination in recent years due to its numerous advantages.
Akademický článek
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Autor:
Phuong Thanh Ngoc Thai, Xuan Minh Pham, Thuc Ba Nguyen, Thu Minh Le, Chau Bao Viet Tran, Mai Thanh Phong, Le-Hai Tran
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 947:012010
These days, ethanol fuel has been widely consumed worldwide to replace gasoline due to its possible environmental and long-term economic advantages. In detail, the ethanol fuel (purity ≥ 99.5 wt%) has been produced by traditional separation process
Publikováno v:
Reliability Engineering & System Safety. 213:107680
An elastic visco-plastic creep model was combined with the Monte-Carlo probabilistic method incorporating multivariate copula and nonlinear analysis to investigate the effects of uncertainties in the elastic visco-plastic model parameters on time-dep
Publikováno v:
Applied Mathematical Modelling. 41:236-256
Determination of the creep model parameters is a challenging task particularly when a non-linear elastic visco-plastic (EVP) model is adopted, mainly due to the limited test duration as well as the assumption of the reference time. Therefore, this pa
Publikováno v:
Geotechnical and Geological Engineering. 31:1421-1435
In this study, effects of two types of geofibers, namely polypropylene and recycled carpet, on three dimensional shrinkage properties of cement treated kaolinite and bentonite clays are investigated. Cement treated clay specimens were prepared with c
Publikováno v:
Geomechanics and Geoengineering. 8:107-124
Analysing the behaviour of the soft ground under embankments is a challenging task and is of significant interest to practising geotechnical engineers. This paper revisits a well known case study of an embankment of Boston Blue Clay, which was thorou
© 2015 Techno-Press, Ltd. A nonlinear creep function incorporated into the elastic visco-plastic model may describe the long-term soil deformation more accurately. However, by applying the conventional procedure, there are challenges to determine th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7c01576fa21468e73241cf4adf4aea56
https://hdl.handle.net/10453/36372
https://hdl.handle.net/10453/36372
Akademický článek
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