European Journal of Environmental and Civil Engineering - v. 25, n. 14 (August 2019)

Erschienen:	August 2019

Autor(en)	Titel	Seite(n)
Zhao, N. F. / Ye, W. M. / Wang, Q. / Chen, B. / Cui, Y. G.	A bounding surface model for unsaturated compacted bentonite	1-15
Hou, Huiming / Hu, Dawei / Zhou, Hui / Lu, Jingjing / Zhang, Fan	A chemo-mechanical coupling model for concrete lining subjected to external sulfate attack	1-18
Yong, Rui / Ye, Jun / Du, Shi-Gui / Zhang, He / Gu, Leiyu / Lin, Hang	A Dice Similarity Measure for TBM Penetrability Classification in Hard Rock Condition with the Intuitionistic Fuzzy Information of Rock Mass Properties	1-16
Wang, Yuan / Liu, Sheng / Feng, Di	Experimental and numerical study on drainage characteristics of drainage pipes with porous foam filters	1-17
Kargaran, Ali / Kheyroddin, Ali	Experimental investigation of strengthening of RC short columns using high strength reinforcement	1-17
Zareifard, Mohammad Reza	Ground response curve of deep circular tunnel in rock mass exhibiting Hoek–Brown strain-softening behaviour considering the dead weight loading	1-31
Nainegali, Lohitkumar / Basudhar, Prabir Kumar / Ghosh, Priyanka	Interference of proposed footing with an existing footing resting on non-linearly elastic dense and loose cohesionless soil bed	1-18
Soomro, Mukhtiar Ali / Saand, Abdullah / Mangi, Naeem / Mangnejo, Dildar Ali / Karira, Hemu / Liu, Kai	Numerical modelling of effects of different multipropped excavation depths on adjacent single piles: comparison between floating and end-bearing pile responses	1-31
Shomali, Amir / Mostofinejad, Davood / Esfahani, Mohammad Reza	Shear strengthening of RC beams using EBRIG CFRP strips: a comparative study	1-17
Rachdi, Sara / Jahangir, Emad / Tijani, Michel / Rouabhi, Ahmed	Tunnelling-induced surface settlement: on the choice of soil constitutive model	1-18

Autor(en)

Titel

Seite(n)

Zhao, N. F. / Ye, W. M. / Wang, Q. / Chen, B. / Cui, Y. G.

A bounding surface model for unsaturated compacted bentonite

1-15

Hou, Huiming / Hu, Dawei / Zhou, Hui / Lu, Jingjing / Zhang, Fan

A chemo-mechanical coupling model for concrete lining subjected to external sulfate attack

1-18

Yong, Rui / Ye, Jun / Du, Shi-Gui / Zhang, He / Gu, Leiyu / Lin, Hang

1-16

Wang, Yuan / Liu, Sheng / Feng, Di

Experimental and numerical study on drainage characteristics of drainage pipes with porous foam filters

1-17

Kargaran, Ali / Kheyroddin, Ali

Experimental investigation of strengthening of RC short columns using high strength reinforcement

1-17

Zareifard, Mohammad Reza

Ground response curve of deep circular tunnel in rock mass exhibiting Hoek–Brown strain-softening behaviour considering the dead weight loading

1-31

Nainegali, Lohitkumar / Basudhar, Prabir Kumar / Ghosh, Priyanka

Interference of proposed footing with an existing footing resting on non-linearly elastic dense and loose cohesionless soil bed

1-18

Soomro, Mukhtiar Ali / Saand, Abdullah / Mangi, Naeem / Mangnejo, Dildar Ali / Karira, Hemu / Liu, Kai

Numerical modelling of effects of different multipropped excavation depths on adjacent single piles: comparison between floating and end-bearing pile responses

1-31

Shomali, Amir / Mostofinejad, Davood / Esfahani, Mohammad Reza

Shear strengthening of RC beams using EBRIG CFRP strips: a comparative study

1-17

Rachdi, Sara / Jahangir, Emad / Tijani, Michel / Rouabhi, Ahmed

Tunnelling-induced surface settlement: on the choice of soil constitutive model

1-18

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European Journal of Environmental and Civil Engineering - v. 25, n. 14 (August 2019)

Artikel in dieser Ausgabe

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European Journal of Environmental and Civil Engineering - v. 25, n. 14 (August 2019)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.