Canadian Journal of Civil Engineering / Revue canadienne de génie civil - v. 41, n. 5 (mai 2014)

Publié:	mai 2014

Auteur(s)	Titre	Page(s)
Chen, Dar Hao / Hong, Feng	Bonded continuously reinforced concrete overlay on jointed concrete pavement	432-439
Kim, Seong-Soo / Hooton, R. Doug / Cho, Tae-Jun / Lee, Jeong-Bae	Comparison of innovative nano fly ash with conventional fly ash and nano-silica	396-402
Elsharawy, Mohamed / Galal, Khaled / Stathopoulos, Ted	Comparison of wind tunnel measurements with NBCC 2010 wind-induced torsion provisions for low- and medium-rise buildings	409-420
Bilodeau, Jean-Pascal / Doré, Guy	Direct estimation of vertical strain at the top of the subgrade soil from interpretation of falling weight deflectometer deflection basins	403-408
Pournazeri, S. / Li, S. S. / Haghighat, F.	Efficient non-hydrostatic modelling of flow and bed shear stress in a pier scour hole	450-460
Zhang, Jun-hong / Yu, Ming-hui	Experimental study of flood diversion in the middle and lower Han River, China	381-388
Amini, Ata / Melville, Bruce W. / Ali, Thamer M.	Local scour at piled bridge piers including an examination of the superposition method	461-471
Ahmad, Nadeem / Baddour, Raouf E.	Minimum return dilution method to regulate discharge of brine from desalination plants	389-395
Wang, Xiao-Yong / Park, Ki-Bong	Modeling of hydration reactions to predict the properties of slag blended concrete	421-431
Reza, Samy M. / Shahria Alam, M. / Tesfamariam, Solomon	Seismic performance comparison between direct displacement-based and force-based design of a multi-span continuous reinforced concrete bridge with irregular column heights	440-449
Sharma, H. / Ahmad, Z.	Transverse mixing of pollutants in streams: a review	472-482

Auteur(s)

Titre

Page(s)

Chen, Dar Hao / Hong, Feng

Bonded continuously reinforced concrete overlay on jointed concrete pavement

432-439

Kim, Seong-Soo / Hooton, R. Doug / Cho, Tae-Jun / Lee, Jeong-Bae

Comparison of innovative nano fly ash with conventional fly ash and nano-silica

396-402

Elsharawy, Mohamed / Galal, Khaled / Stathopoulos, Ted

Comparison of wind tunnel measurements with NBCC 2010 wind-induced torsion provisions for low- and medium-rise buildings

409-420

Bilodeau, Jean-Pascal / Doré, Guy

Direct estimation of vertical strain at the top of the subgrade soil from interpretation of falling weight deflectometer deflection basins

403-408

Pournazeri, S. / Li, S. S. / Haghighat, F.

Efficient non-hydrostatic modelling of flow and bed shear stress in a pier scour hole

450-460

Zhang, Jun-hong / Yu, Ming-hui

Experimental study of flood diversion in the middle and lower Han River, China

381-388

Amini, Ata / Melville, Bruce W. / Ali, Thamer M.

Local scour at piled bridge piers including an examination of the superposition method

461-471

Ahmad, Nadeem / Baddour, Raouf E.

Minimum return dilution method to regulate discharge of brine from desalination plants

389-395

Wang, Xiao-Yong / Park, Ki-Bong

Modeling of hydration reactions to predict the properties of slag blended concrete

421-431

Reza, Samy M. / Shahria Alam, M. / Tesfamariam, Solomon

Seismic performance comparison between direct displacement-based and force-based design of a multi-span continuous reinforced concrete bridge with irregular column heights

440-449

Sharma, H. / Ahmad, Z.

Transverse mixing of pollutants in streams: a review

472-482

Publicité

Canadian Journal of Civil Engineering / Revue canadienne de génie civil - v. 41, n. 5 (mai 2014)

Articles dans ce numéro

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Canadian Journal of Civil Engineering / Revue canadienne de génie civil - v. 41, n. 5 (mai 2014)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.