Effect of drying on the desorption of diuron and terbuthylazine from natural soils

2007 ◽  
Vol 146 (1) ◽  
pp. 180-187 ◽  
Author(s):  
Bernd Lennartz ◽  
Xavier Louchart
Keyword(s):  



2017 ◽  
Author(s):  
Ashley E. Turner ◽  
◽  
Vijay Vulava
Keyword(s):  


Author(s):  
Knapp Karin Norrfors ◽  
Vesna Micić ◽  
Olga Borovinskaya ◽  
Frank von der Kammer ◽  
Thilo Hofmann ◽  
...  

Short, saturated packed columns are used frequently to estimate the attachment efficiency (α) of engineered nanomaterials (ENMs) in relatively homogeneous porous media, but a combined experimental and theoretical approach to...





2010 ◽  
Vol 85 (2) ◽  
pp. 214-218 ◽  
Author(s):  
N. Tejo Prakash ◽  
Neetu Sharma ◽  
Ranjana Prakash ◽  
Raghunath Acharya
Keyword(s):  


1952 ◽  
Vol 3 (1) ◽  
pp. 41-51 ◽  
Author(s):  
W. H. PEARSALL


2016 ◽  
Vol 35 (7) ◽  
pp. 1835-1842 ◽  
Author(s):  
Guilherme R. Lotufo ◽  
Jessica G. Coleman ◽  
Ashley R. Harmon ◽  
Mark A. Chappell ◽  
Anthony J. Bednar ◽  
...  
Keyword(s):  


1998 ◽  
Vol 30 (8-9) ◽  
pp. 975-981 ◽  
Author(s):  
Sung Ok Han ◽  
Peter B. New




2011 ◽  
Vol 110-116 ◽  
pp. 13-17
Author(s):  
Anuchit Uchaipichat ◽  
Ekachai Man Koksung

Generally, pile foundation is typically chosen to support heavy structures. However, the developments of expressions to determine the pile capacity is usually based on fully saturated and completely dry conditions. In fact, almost 40 percent of natural soils on the earth surface are in an unsaturated state. Thus, in this paper, an expression for pile capacity in homogeneous unsaturated sand layer is developed. The simulations using developed expression are performed and discussed. Typical results show that the pile capacity and the factor of safety are affected by matric suction. However, the influence of matric suction may be ignored for a long pile.



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