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Article
Construction & Building Technology
Xu Wang et al.
Summary: A novel corrosion monitoring method for PCCP spigots is proposed, combining the Tafel extrapolation and SAW methods. The self-corrosion rates and output voltage-time curves were determined using these methods, showing the effectiveness of mortar coating and sulfate inhibition on preventing rusting of spigots. Normalization based on amplitude is suitable for monitoring the entire rusting process, while normalization based on energy is more suitable for early stage monitoring.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Construction & Building Technology
Haizhen Li et al.
Summary: This paper numerically investigates the structural responses and failure analysis of a buried prestressed concrete cylinder pipeline (PCCP) subjected to strike-slip fault displacement while considering soil-pipe interactions. The main type of damage to the PCCP was found to be damage failure in each layer of the pipe barrel caused by axial forces, pull-out leakage of the joints caused by the relative rotation angle, and compression and stacking. The study contributes to understanding the failure modes, damage process, and disaster evaluation of PCCPs subjected to strike-slip faults.
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
(2022)
Article
Construction & Building Technology
Kejie Zhai et al.
Summary: This study investigates the effects of wire breakage on PCCP and determines the wire breakage thresholds for different conditions. The results show that wire breakage has a limited impact on the force distribution of the pipe, but the threshold increases with the steel wire area.
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
(2022)
Article
Engineering, Civil
Aadil Ejbouh et al.
Summary: The National Office of Water (ONEE) in Morocco has reported that prestressed reinforced concrete pipes (PCCP) used for supplying potable water in the semiarid region of the country are deteriorating due to the corrosion of the prestressed wires. The study evaluates the beneficial effects of fly ash (FA) incorporated in the mortar coatings of PCCP exposed to aggressive soil conditions. The results show that the incorporation of FA improves the resistance of the mortar coatings, leading to increased durability of the PCCP.
JOURNAL OF PIPELINE SYSTEMS ENGINEERING AND PRACTICE
(2022)
Article
Engineering, Civil
Hanying Wu et al.
Summary: This study investigates the stress responses of joints in PCCP when uneven settlement occurs in the foundation, using a refined 3-D FEM model. A full-scale test is conducted to evaluate the model, showing visible cracks in the concrete under certain vertical relative displacements.
Article
Engineering, Multidisciplinary
Bingqing Cheng et al.
Summary: This study investigates the mechanical properties and deformation of PCCPs under external load using a TEBT test and FBG and PPP-BOTDA optical fiber sensing technologies. The results show the relationship between external load and deformation, as well as the strain distribution of different components of PCCPs. The study confirms the effectiveness of distributed optical fiber sensing technology for structural health monitoring in long-term operation of PCCPs.
INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING
(2021)
Article
Engineering, Civil
Xiaonong Dong et al.
Summary: This study simulates the breakage and bond-slip of steel wires in prestressed concrete cylinder pipes by inserting spring elements and defining a cohesive contact interaction in the model. The calculated number of clustered broken wires associated with pipe failure falls between those of the other two current types of models.
Article
Engineering, Civil
Kejie Zhai et al.
Summary: The study proposed a method to repair damaged PCCP with broken wires by externally bonding CFRP. Finite element models were established and the effect of externally bonded CFRP to repair PCCP was systematically analyzed, showing that it can significantly reduce strains and increase resilience of PCCP. The improved PCCP performance was assessed based on crack visibility and steel cylinder deformation, indicating that CFRP may fail ahead of PCCP.
THIN-WALLED STRUCTURES
(2021)
Article
Engineering, Civil
Sara Hassi et al.
Summary: The degradation of underground prestressed concrete cylinder pipes (PCCPs) in the Tafilalet region of Morocco, used for drinking water supply, is mainly caused by chloride-induced corrosion of prestressing wires, high chloride ion concentration from soil and groundwater, as well as excessive sulfate ions accelerating corrosion. The exposure conditions in the region, coupled with design and manufacturing defects, also significantly impacted the durability of PCCPs.
JOURNAL OF PIPELINE SYSTEMS ENGINEERING AND PRACTICE
(2021)
Article
Construction & Building Technology
Kejie Zhai et al.
Summary: Prestressed CFRP repair is an effective method to repair damaged PCCP, significantly reducing material strain with almost no damage. The influence area of broken wires is limited, and both non-prestressed CFRP repair and prestressed CFRP repair can increase the pipe's bearing capacity.
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
(2021)
Article
Construction & Building Technology
Shaoqing Ge et al.
JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES
(2014)
Article
Construction & Building Technology
Yongjei Lee et al.
INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS
(2013)