Evaluation of freeze–thaw damage in concrete by ultrasonic imaging
This work studies the use of ultrasonic imaging as an evaluation tool in concrete subjected
to freeze–thaw (F–T) cycles. To evaluate the damage in this deterioration process, ultrasonic …
to freeze–thaw (F–T) cycles. To evaluate the damage in this deterioration process, ultrasonic …
Comparative evaluation of freeze and thaw effect on strength of BEICP-stabilized silty sands and cement-and fly ash-stabilized soils
This paper addresses a soil bio-stabilization technique using bacterial enzyme-induced
calcium carbonate precipitation (BEICP) as an alternative to previous conventional methods …
calcium carbonate precipitation (BEICP) as an alternative to previous conventional methods …
Research on Corrosion Damage and Bearing Characteristics of Bridge Pile Foundation Concrete under a Dry‐Wet‐Freeze‐Thaw Cycle
Z Feng, J Huo, H Hu, R Zhao, F Wang… - Advances in Civil …, 2021 - Wiley Online Library
This study investigated the corrosion damage and bearing characteristics of bridge pile
foundations under a dry‐wet‐freeze‐thaw cycle of composite salt in an alpine salt marsh …
foundations under a dry‐wet‐freeze‐thaw cycle of composite salt in an alpine salt marsh …
[HTML][HTML] Freeze–thaw damage degradation model and life prediction of air-entrained concrete in multi-year permafrost zone
K Zhang, A Guo, Y Yu, B Yang, B Yu, C Xie - Materials, 2023 - mdpi.com
The Qinghai–Tibet Plateau is the main permafrost area in China. Concrete structures
constructed on permafrost are affected by the early negative-temperature environment. In …
constructed on permafrost are affected by the early negative-temperature environment. In …
[HTML][HTML] Monitoring of freeze-thaw cycles in concrete using embedded sensors and ultrasonic imaging
This paper deals with the study of damage produced during freeze-thaw (FT) cycles using
two non-destructive measurement approaches—the first approach devoted to continuous …
two non-destructive measurement approaches—the first approach devoted to continuous …
Optimum Design and Performance of Porous Concrete for Heavy‐Load Traffic Pavement in Cold and Heavy Rainfall Region of NE China
A Yao, H Ding, X Zhang, Z Hu, R Hao… - Advances in Materials …, 2018 - Wiley Online Library
The aim of the study was to solve the problem of drainage stability of pavement base in cold
and Cloudburst area. With porous concrete as the research object, an optimum design of …
and Cloudburst area. With porous concrete as the research object, an optimum design of …
Characterizing frost damages of concrete with flatbed scanner
Flatbed scanner is a low cost, fast, easy to operate, and efficient device for high quality
digital image acquisition. The present study extended the applications of flatbed scanners …
digital image acquisition. The present study extended the applications of flatbed scanners …
[HTML][HTML] Concrete Curing Performance Assessment Based on Gas Permeability Testing in the Lab and on Site
Durability is an essential aspect of the lifetime performance of concrete components. The
adequate surface quality and thus the service life of concrete can be achieved, among other …
adequate surface quality and thus the service life of concrete can be achieved, among other …
Fracture energy evolution of two concretes resistant to the action of freeze-thaw cycles
A Enfedaque, HL Romero, JC Gálvez - Materiales de Construcción, 2014 - torrossa.com
The current standards that regulate use of structural concrete have highlighted the durability
of concrete. However, how the fracture energy of concrete evolves under the action of freeze …
of concrete. However, how the fracture energy of concrete evolves under the action of freeze …
Complementary testing techniques applied to obtain the freeze-thaw resistance of concrete
Most of the standards that evaluate the resistance of concrete against freeze-thaw cycles
(FTC) are based on the loss of weight due to scaling. Such procedures are useful but do not …
(FTC) are based on the loss of weight due to scaling. Such procedures are useful but do not …