Long-Term Effects of Magnesium Chloride and Other Concentrated Salt Solutions on Pavement and Structural Portland Cement Concrete

Author(s):  
Larry Sutter ◽  
Thomas Van Dam ◽  
Karl R. Peterson ◽  
Daniel P. Johnston
2021 ◽  
Vol 198 ◽  
pp. 109297
Author(s):  
Ippei Maruyama ◽  
Jiří Rymeš ◽  
Abudushalamu Aili ◽  
Shohei Sawada ◽  
Osamu Kontani ◽  
...  

1999 ◽  
Vol 29 (4) ◽  
pp. 515-521 ◽  
Author(s):  
S.R. Hillier ◽  
C.M. Sangha ◽  
B.A. Plunkett ◽  
P.J. Walden

2015 ◽  
Vol 10 (4) ◽  
pp. 87-106
Author(s):  
Brett Tempest ◽  
Janos Gergely ◽  
David C. Weggel

Geopolymer cements provide an alternative to the Portland cement used to produce structural concrete. In this study, geopolymer cements were used to create concrete having compressive strength in the range of 34 to 83 MPa (5,000–12,000 psi). The mechanical properties of these concrete materials were evaluated to determine the compressive and tensile strengths and immediate and long term elastic behaviors. The geopolymer cement concrete (GCC) was found to perform in a similar manner to Portland cement concrete (PCC). Long term shrinkage and creep properties of GCC materials were found to be lower than the values typical for PCC.


CORROSION ◽  
1982 ◽  
Vol 38 (9) ◽  
pp. 494-499 ◽  
Author(s):  
Changiz Dehghanian ◽  
Carl E. Locke

Abstract Penetration of chloride salts into concrete from sources such as deicing-salts or sea water causes a severe corrosion problem to reinforcing steel. In this paper, the effect of salt penetration into concrete on the corrosion process was investigated by electrochemical techniques such as anodic and cathodic polarization. The potential measurements of steel in concrete were also made to compare the data with the results obtained from the polarization curves. Concretes made of Type I and Type V Portland cement were used. It was found that corrosion of steel in Type I Portland cement concrete is more rapid than in the Type V Portland cement concrete when the steel is exposed to salt solutions. This may be due to the differences in alkalinites which exist between the Types I and V Portland cement, whereas steel in the concrete with high pH can tolerate more Cl− than in concrete with lower pH. Corrosion of steel is more severe in the presence of chlorides added externally to hardened concrete than in the presence of chloride mixed with fresh concrete. Anodic and cathodic current densities for steel in concrete made of Types I and V Portland cement increase with the time that the concrete remains in the salt solutions.


1997 ◽  
Vol 503 ◽  
Author(s):  
B. K. Diefenderfer ◽  
I. L. Al-Qadi ◽  
J. J. Yoho ◽  
S. M. Riad ◽  
A. Loulizi

ABSTRACTPortland cement concrete (PCC) structures deteriorate with age and need to be maintained or replaced. Early detection of deterioration in PCC (e.g., alkali-silica reaction, freeze/thaw damage, or chloride presence) can lead to significant reductions in maintenance costs. However, it is often too late to perform low-cost preventative maintenance by the time deterioration becomes evident. By developing techniques that would enable civil engineers to evaluate PCC structures and detect deterioration at early stages (without causing further damage), optimization of life-cycle costs of the constructed facility and minimization of disturbance to the facility users can be achieved.Nondestructive evaluation (NDE) methods are potentially one of the most useful techniques ever developed for assessing constructed facilities. They are noninvasive and can be performed rapidly. Portland cement concrete can be nondestructively evaluated by electrically characterizing its complex dielectric constant. The real part of the dielectric constant depicts the velocity of electromagnetic waves in PCC. The imaginary part, termed the “loss factor,” describes the conductivity of PCC and the attenuation of electromagnetic waves.Dielectric properties of PCC have been investigated in a laboratory setting using a parallel plate capacitor operating in the frequency range of 0.1 to 40.1MIHz. This capacitor set-up consists of two horizontal-parallel plates with an adjustable separation for insertion of a dielectric specimen (PCC). While useful in research, this approach is not practical for field implementation. A new capacitor probe has been developed which consists of two plates, located within the same horizontal plane, for placement upon the specimen to be tested. Preliminary results show that this technique is feasible and results are promising; further testing and evaluation is currently underway.


Sign in / Sign up

Export Citation Format

Share Document