12   Artículos

 
en línea
Yajian Wang, Pengpeng Li, Huifang Liu, Wentao Wang, Yang Guo and Linbing Wang    
The main part of sewer pipelines is commonly made up of precast reinforced concrete pipes (RCPs). However, they often suffer from microbiologically induced concrete corrosion (MICC), which has made them less durable than expected. In this study, three-ed... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Jorge Fernando Marquez-Peñaranda, Mauricio Sanchez-Silva and Emilio Bastidas-Arteaga    
The worldwide current practice of the structural design of sewers is based on procedures which usually include the effects caused by chemical and biological deterioration. However, in the last few decades, many sewer pipes have been designed using reinfo... ver más
Revista: Corrosion and Materials Degradation    Formato: Electrónico

 
en línea
Jefferson Lins da Silva, Mounir Khalil El Debs, Marcela Novischi Kataoka     Pág. e30860
 An experiment on the behavior of two types of circular reinforced concrete pipes under three-edge-bearing test is analyzed and discussed. Current study compares the strength of spigot-pocket (SPP) and ogee joint pipes (OJP). In the experimental ana... ver más
Revista: Acta Scientiarum: Technology    Formato: Electrónico

 
en línea
Yu. V. Beliavskyi,O. V. Mashytun     Pág. 146 - 148
The analysis of work of the system «high filling ? water-carrying pipe ? the base» reveals the causes of stretch deformation alone the pipe axis, deflection of the pipe body in relation to its heads, etc. For solution of these problems new designs of wat... ver más
Revista: Nauka ta Progres Transportu    Formato: Electrónico

 
en línea
V. M. Konoval     Pág. 177 - 179
The article considers the issues of aggressive media influence upon corrosion-resistance and service lifespan of the collectors made up from reinforced concrete pipes. As the basic method of protection from internal corrosion it is suggested making oblig... ver más
Revista: Nauka ta Progres Transportu    Formato: Electrónico

 
en línea
Bambang Sabariman,Rachmat Purwono,Priyosulistyo Priyosulistyo     Pág. pp. 7 - 14
Conduit (pipes) in reinforced concrete columns is still used to date. ACI 318M-95 code limits the hole up to maximum 4% of the column cross sectional area. If the percentage is more than 4%, its effect toward its strength should be considered. But the Co... ver más
Revista: Civil Engineering Dimension    Formato: Electrónico

 
en línea
Vipman Tandjiria     Pág. pp. 14 - 19
This paper presents an analysis of the chicken-foot foundation using the finite element method. The foundation is considered as a reinforced concrete slab resting on a number of reinforced concrete pipes filled with and surrounded by in-situ soil. The s... ver más
Revista: Civil Engineering Dimension    Formato: Electrónico

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