Experimental study on moisture migration of remodeled clay under different overburden pressure and temperature gradients

2013 ◽  
Vol 5 (5) ◽  
pp. 562
Author(s):  
Ming Feng ◽  
Li DongQing ◽  
Huang Xing ◽  
Fang JianHong
Keyword(s):  
Experimental Study ◽  
Temperature Gradients ◽  
Overburden Pressure ◽  
Moisture Migration

EXPERIMENTAL STUDY OF PLATE BUCKLING INDUCED BY SPATIAL TEMPERATURE GRADIENTS

1994 ◽  
Vol 17 (2) ◽  
pp. 191-212 ◽  
Author(s):  
Earl A. Thornton ◽  
Marshall F. Coyle ◽  
Rory N. McLeod
Keyword(s):  
Experimental Study ◽  
Temperature Gradients ◽  
Plate Buckling ◽  
Spatial Temperature

Experimental Study on the Water Penetration into Mortar under Water Pressure Condition

2008 ◽  
Vol 385-387 ◽  
pp. 681-684 ◽  
Author(s):  
Joh Yeong Yoo ◽  
Han Seung Lee ◽  
Young Jin Kim
Keyword(s):  
Experimental Study ◽  
Corrosion Inhibitors ◽  
Water Pressure ◽  
Applied Pressure ◽  
Pressure Condition ◽  
Water Penetration ◽  
Moisture Migration ◽  
Steel Bars ◽  
Conventional Technology ◽  
Corrosion Of Steel

Concrete is a type of porous materials and is physically and chemically damaged due to exposure to various environments from the placing to the service life. These reactions affect the corrosion of steel bars applied in concrete and that decreases the durability life and strength of such steel bars. Thus, it is very important to insert rust inhibitors into steel bars in the case of a deterioration element that exceeds the critical amount of corrosion in the location of steel bars. However, it is very difficult to guarantee corrosion resistance at the location of steel bars using conventional technology that applies corrosion inhibitors only on the surface of concrete. This study attempts to develop a method that penetrates corrosion inhibitors up to the location of steel bars and investigate the penetration depth of corrosion inhibitors by verifying moisture migration in concrete under an applied pressure.

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