Management Effects on Nitrogen and Phosphorus Losses in Runoff on Expansive Clay Soils

1996 ◽  
Vol 39 (1) ◽  
pp. 161-166 ◽  
Author(s):  
H. A. Torbert ◽  
K. N. Potter ◽  
J. E. Morrison Jr.
2021 ◽  
Vol 1000 (1000) ◽  
Author(s):  
Soewignjo Agus Nugroho ◽  
Gunawan Wibisono ◽  
Andarsin Ongko ◽  
Avrilly Zesthree Mauliza

Clay is a cohesive and very soft soil if it has high water content. To overcome this problem, clay soils with high plasticity need to be stabilized. The method of soil stabilization with lime is an alternative effort to improve soil that does not meet the standards. Lime reacts with groundwater so that it changes the property of the soil, reducing the stickiness and softness of the soil. Lime also functions to solidify (stabilize) and stabilize (stabilize) soil in the form of fine powder consisting of metals and inorganic mineral composition. This study aims to determine the effect of clay soils when carried out stabilization by using a limestone additive which varies in levels of mixture. The results showed that lime effective for the stabilization high plasticity and expansive clay by increasing the compressive strength value of UCS with lime content of 10% under curing conditions in 28 days and unsoaked by 319%, the liquid limit value reduced by 6% and the plastic limit value increased by 46%.


1998 ◽  
Vol 27 (5) ◽  
pp. 1246-1254 ◽  
Author(s):  
R. W. Vervoort ◽  
D. E. Radcliffe ◽  
M. L. Cabrera ◽  
M. Latimore

2007 ◽  
Vol 1 (4) ◽  
pp. 1-13
Author(s):  
Shalamar D. Armstrong ◽  
Douglas R. Smith ◽  
Phillip R. Owens

2018 ◽  
Vol 27 (1) ◽  
pp. 345-355 ◽  
Author(s):  
Mei Wang ◽  
Shuangen Yu ◽  
Guangcheng Shao ◽  
Shikai Gao ◽  
Jiao Wang ◽  
...  

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