Infiltration of Simulated Rainfall: Dry Aggregate Size Effects

1994 ◽  
Vol 173 (2) ◽  
pp. 100-105 ◽  
Author(s):  
Paul W. Unger ◽  
Ordie R. Jones
2004 ◽  
Vol 47 (3) ◽  
pp. 669-676 ◽  
Author(s):  
R. D. Wauchope ◽  
C. C. Truman ◽  
A. W. Johnson ◽  
H. R. Sumner ◽  
J. E. Hook ◽  
...  

Author(s):  
Jens Erik Blomquist ◽  
Kerstin Berglund

Two dates (early, normal) for application and incorporation of structure lime to clay soil were examined at four field sites, to test whether early liming had more favourable effects on aggregate stability. Aggregate size distribution measurements revealed a finer tilth at the early liming date (20 August) than the normal date (14 September). Aggregate stability estimated one year later, using as a proxy turbidity in leachate from 2–5 mm aggregates subjected to two simulated rainfall events, was significantly improved (11% lower turbidity) with early compared with normal liming date. Three years after structure liming, soil structural stability measurements on lysimeters (15 cm high, inner diameter 18 cm) subjected to repeated simulated rainfall events showed no significant differences in turbidity in leachate between the early and normal liming dates. However, there was a strong interaction between liming date and site indicating different reactions at different sites. Our results suggest that early spreading and incorporation can improve the success of structure liming, but only if soil conditions are favourable.


2017 ◽  
Vol 754 ◽  
pp. 317-320 ◽  
Author(s):  
Chi Cong Vu ◽  
Jérôme Weiss ◽  
Olivier Plé ◽  
David Amitrano

The size effect on strength of concrete has been studied for a long time from various approaches. In particular, the weakest-link theory remains nowadays the basic tool to interpret statistical size effects, i.e. how the probability of failure under a given stress depends on external size. The main shortcoming of Weibull’s theory is that the activation of fracture from the weakest flaw is assumed to set the final strength, i.e. possible interactions between microcracks and defects during progressive damage are implicitly neglected. The objective of this study is to determine experimentally the influence of “external” (sample) size and “internal” (microstructural) size on compressive strength of concrete. For this purpose, more than 250 uniaxial compression tests were conducted on concrete specimens with two different cylindrical sizes (110×220 mm and 160×320 mm) and prepared from three different compositions (mean aggregate size and proportion). The relationships between compressive strength, dissipated energy up to failure in one hand, and microstructural as well as specimen sizes on the other hand, were analyzed statistically. This demonstrated the failure of the weakest-link approach to describe size effects on compressive strength of concrete.


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