Abstract: The numerical simulation of a 3D complex reservoir has been an important but difficult problem. One of the biggest challenges is how to deal with the large number of natural fractures with consideration of hydromechanical ...

Abstract: The pullout response of basalt textile embedded in cementitious matrix specimens was investigated under different loading rates and temperatures. Two types of specimens, basalt single yarn and basalt textile, were tested. ...

Abstract: The flexural behavior of basalt textile-reinforced concrete (BTRC) with and without pretension and with one of two types of short fibers was investigated using an instrumental four-point bending test under quasi-static ...

Abstract: Carbon fiber–reinforced polymer (CFRP) systems have been widely used to strengthen concrete structures. To further study the flexural strengthening of concrete beams with prestressed CFRP plates, flexural tests of large-scale ...