A RATIONALE FOR MODELING SOIL COMPACTION BEHAVIOR: AN ENGINEERING MECHANICS APPROACH

1991 ◽  
Vol 34 (4) ◽  
pp. 1609-1617 ◽  
Author(s):  
R. L. Schafer ◽  
A. C. Bailey ◽  
C. E. Johnson ◽  
R. L. Raper
EDIS ◽  
2017 ◽  
Vol 2017 (6) ◽  
Author(s):  
Claudia Paez ◽  
Jason A. Smith

Biscogniauxia canker or dieback (formerly called Hypoxylon canker or dieback) is a common contributor to poor health and decay in a wide range of tree species (Balbalian & Henn 2014). This disease is caused by several species of fungi in the genus Biscogniauxia (formerly Hypoxylon). B. atropunctata or B. mediterranea are usually the species found on Quercus spp. and other hosts in Florida, affecting trees growing in many different habitats, such as forests, parks, green spaces and urban areas (McBride & Appel, 2009).  Typically, species of Biscogniauxia are opportunistic pathogens that do not affect healthy and vigorous trees; some species are more virulent than others. However, once they infect trees under stress (water stress, root disease, soil compaction, construction damage etc.) they can quickly colonize the host. Once a tree is infected and fruiting structures of the fungus are evident, the tree is not likely to survive especially if the infection is in the tree's trunk (Anderson et al., 1995).


Author(s):  
Salavat Mudarisov ◽  
Ildar Farkhutdinov ◽  
Airat Mukhametdinov ◽  
Raushan Aminov ◽  
Rustam Bagautdinov ◽  
...  

1996 ◽  
Author(s):  
Michael P. Amaranthus ◽  
Debbie Page-Dumroese ◽  
Al Harvey ◽  
Efren Cazares ◽  
Larry F. Bednar

2019 ◽  
Author(s):  
Teng Man

The compaction of asphalt mixture is crucial to the mechanical properties and the maintenance of the pavement. However, the mix design, which based on the compaction properties, remains largely on empirical data. We found difficulties to relate the aggregate size distribution and the asphalt binder properties to the compaction behavior in both the field and laboratory compaction of asphalt mixtures. In this paper, we would like to propose a simple hybrid model to predict the compaction of asphalt mixtures. In this model, we divided the compaction process into two mechanisms: (i) visco-plastic deformation of an ordered thickly-coated granular assembly, and (ii) the transition from an ordered system to a disordered system due to particle rearrangement. This model could take into account both the viscous properties of the asphalt binder and grain size distributions of the aggregates. Additionally, we suggest to use the discrete element method to understand the particle rearrangement during the compaction process. This model is calibrated based on the SuperPave gyratory compaction tests in the pavement lab. In the end, we compared the model results to experimental data to show that this model prediction had a good agreement with the experiments, thus, had great potentials to be implemented to improve the design of asphalt mixtures.


2019 ◽  
Vol 45 (5) ◽  
pp. 755
Author(s):  
Wen-Qing SHI ◽  
Bin-Bin ZHANG ◽  
Hong-Juan LIU ◽  
Qing-Xin ZHAO ◽  
Chun-Yu SHI ◽  
...  

1994 ◽  
Vol 23 (1) ◽  
pp. 27-34
Author(s):  
C. Plouffe ◽  
S. Tessier ◽  
D. A. Angers ◽  
L. Chi

1958 ◽  
Vol 22 (2) ◽  
pp. 181-184 ◽  
Author(s):  
W. J. Flocker ◽  
J. A. Vomocil ◽  
M. T. Vittum

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