Nondestructive testing technology is essential in the quality inspection of repair, alteration, and renovation of the existing engineering, especially for concrete structure in severe environment. The objective of this work is to deal with the behavior of ultrasonic velocity and mechanical properties of plain concrete and air-entrained concrete subjected to freeze-thaw cycles (F-T-C). The ultrasonic velocity and mechanical properties (tensile strength, compressive strength, cubic compressive strength, and splitting strength) of C30 air-entrained concrete and plain concrete with different water-cement ratio (water-cement ratio was 0.55, 0.45, and 0.50, resp.) after F-T cycles were measured. The influences of F-T cycles on ultrasonic velocity...
In the present paper an attempt was made to evaluate reliability and efficiency of two freeze-thaw t...
The main objective of this experimental study is to determine which of the effective parameter among...
Freezing and thawing cycles induce deterioration and strength degradation of concrete structures. Th...
Seismic methods are useful tools to non-destructively assess the behaviors of fresh concrete. They h...
Quite often concrete strength parameters have to be determined at an early age. Due to the strong co...
Copyright © 2014 Huai-shuai Shang et al. This is an open access article distributed under the Creati...
This paper presents the results of an experimental investigation on the relationship between strengt...
Concrete is among the most widely used construction materials, especially in national infrastructure...
Incorporation of air-entraining agent has improved recycled concrete freeze-proof durability. Howeve...
In this study, the mechanical properties of normal concrete (NC) and lightweight concrete (LC) were ...
Entrained air voids can improve the freeze-thaw durability of concrete, and also affect its mechanic...
An ultrasonic pulse velocity (UPV) test is often applied to determine the quality of concrete struct...
The rapid freezing and thawing test specified by ASTM C.666 is carried out in water. However most co...
Some experiments have been performed to investigate the cyclic freeze-thaw deterioration of concrete...
This study aims to find the effect of water-cement ratio on the compressive strength of concrete by ...
In the present paper an attempt was made to evaluate reliability and efficiency of two freeze-thaw t...
The main objective of this experimental study is to determine which of the effective parameter among...
Freezing and thawing cycles induce deterioration and strength degradation of concrete structures. Th...
Seismic methods are useful tools to non-destructively assess the behaviors of fresh concrete. They h...
Quite often concrete strength parameters have to be determined at an early age. Due to the strong co...
Copyright © 2014 Huai-shuai Shang et al. This is an open access article distributed under the Creati...
This paper presents the results of an experimental investigation on the relationship between strengt...
Concrete is among the most widely used construction materials, especially in national infrastructure...
Incorporation of air-entraining agent has improved recycled concrete freeze-proof durability. Howeve...
In this study, the mechanical properties of normal concrete (NC) and lightweight concrete (LC) were ...
Entrained air voids can improve the freeze-thaw durability of concrete, and also affect its mechanic...
An ultrasonic pulse velocity (UPV) test is often applied to determine the quality of concrete struct...
The rapid freezing and thawing test specified by ASTM C.666 is carried out in water. However most co...
Some experiments have been performed to investigate the cyclic freeze-thaw deterioration of concrete...
This study aims to find the effect of water-cement ratio on the compressive strength of concrete by ...
In the present paper an attempt was made to evaluate reliability and efficiency of two freeze-thaw t...
The main objective of this experimental study is to determine which of the effective parameter among...
Freezing and thawing cycles induce deterioration and strength degradation of concrete structures. Th...