Strengthening effect of synthetic fabrics in flexible pavement overlays

Tunçay, Harun Tulu


Strengthening of reinforced concrete frames with engineered cementitious composite panels
Ayatar, Mehmet Engin; Canbay, Erdem; Binici, Barış (Thomas Telford Ltd., 2020-04-01)
Infill walls in reinforced concrete frames are susceptible to failure owing to their brittle nature. Their interaction with boundary columns during earthquakes may also cause shear damage in the columns. It is crucial to employ effective seismic strengthening strategies in order to mitigate the seismic risk induced by the infill walls. In this study, a new strengthening technique, conducted by bonding engineered cementitious composite (ECC) precast panels onto infill walls, was investigated. Three reinforce...
Strength properties of conctretes made with pozzolanic cement and cured at different humidity conditions at normal temperatures.
Kandemir, Nidai; Erdoğan, Turhan Y.; Department of Civil Engineering (1993)
Strength properties of concretes prepared from two diffrenet types of cements under diffrent curing conditions
Türkmenoğlu, M Nejat; Erdoğan, Turhan Y.; Department of Civil Engineering (1990)
Strengthening of reinforced concrete frames by using steel bracings
Ağar, Mehmet; Polat, Mustafa Uğur; Department of Civil Engineering (2008)
Structures in high seismic risk areas may be susceptible to severe damage in a major earthquake. Structures designed to meet older code requirements may be at even greater risk. When these structures are evaluated with respect to current code criteria, it is observed that they lack of lateral strength and/or ductility. Since safety and economic considerations are major problems, these structures become viable candidates for retrofit and seismic strengthening. For the variety of structures and possible defic...
Strength and Durability of Composite Concretes with Municipal Wastes
Tokgoz, D. Deniz Genc; Ozerkan, N. Gozde; Kowita, O. Samir; Antony, S. Joseph (2016-09-01)
The influence of different types of polyethylene (PE) substitutions as partial aggregate replacement of microsteel fiber-reinforced self-consolidating concrete (SCC) incorporating incinerator fly ash was investigated. The study focuses on the workability and hardened properties including mechanical properties, permeability properties, sulfate resistance, and microstructure. Regardless of the polyethylene type, PE substitutions slightly decreased the compressive and flexural strength of SSC initially; howeve...
Citation Formats
H. T. Tunçay, “Strengthening effect of synthetic fabrics in flexible pavement overlays,” Middle East Technical University, 1996.