alluvial clay
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2020 ◽  
Vol 8 (1) ◽  
pp. 33-40
Author(s):  
Ali H. A. AL-Shammari ◽  
Karem.H. Mohsen ◽  
Bahaaldin.M. Mohsen

"A field experiment carried out in 2017 in Qurna district Al-Basra governorate in alluvial clay soil at a line of 47.27 degrees east and latitude 30.56 degrees north, with the aim of finding out the effect of foliar varieties of Nanofertilizer on the growth characteristics and yield of three varieties of the Sorghum. The results showed that the varieties differed significantly among them in most of traits, as the Alkhir variety out performed the yield components, which led to it being given the highest grain yield of 5.740 tons ha-1 and the highest protein yield of 0.608 tons. ha-1 , and the results also showed the superiority of foliar with fertilizer. The nanoparticles of the both elements together are zinc and copper in the growth characteristics (161 cm, 3465 cm2) and the components of the yield (1713 grains, head-1 30.95 g), which was reflected in the grain yield, which gave the highest grain yield of 5.9 tons. ha-1 compared to the treatment of adding each element alone and the treatment of non The addition, while the significant overlap between the quality of the nanoparticle and the varieties affected some growth characteristics, grain yields and protein, as the combination (good x addition of the two elements together) gave the highest grain and protein yield, reaching 6.77 tons. ha-1 and 0.753 tons. Respectively."


2019 ◽  
Vol 25 (4) ◽  
pp. 289-300 ◽  
Author(s):  
Mohammad Reza Golhashem ◽  
Eris Uygar

ABSTRACT The internal stability of alluvial clays may be significantly compromised during a heavy rainfall due to infiltration of surface water causing sudden inundation, softening, and loss of erosion resistance or mechanical strength. Most of the available stabilization methods for clay soils employ pozzolanic or other cementitious binders, creating a chemically bound clay-admixture matrix. These admixtures commonly require a curing period after placement and compaction. Alternatively, aqueous polymers can be used in diluted form without any need for a curing period. Aqueous polymers can form agglomerations of clay particles enclosed in a matrix of polymer chains, held together by electrostatic and hydrogen bonding, improving erosion resistance. In this research, an aqueous polymer, namely, copolymer of butyl acrylate and styrene (CBAS), is mixed with alluvial clay sampled from Famagusta Bay, Cyprus, and the clay stability test is performed as a basis for assessing the degree of improvement on erosion resistance. A time-dependent approach for the evaluation of test results is followed to increase the accuracy of the analysis of the actual behavior observed during the test. A significant improvement in the erosion resistance is observed in treated test specimens. The mode of collapse of specimens during the clay soil stability test when aqueous polymer is used also changed from being gradual cracking and slaking to explosive. The swelling behavior and the effect of drying on the erosion resistance are also observed in the testing program. X-ray diffraction analysis and Fourier transform infrared spectroscopy are performed for observation of the effect of CBAS on microstructural interactions, such as electrostatic bonding and changes in soil fabric.


2019 ◽  
Vol 07 (10) ◽  
pp. 24-39
Author(s):  
E. J. A. Ndzana ◽  
D. Njoya ◽  
A. Elimbi ◽  
G. V. Ranaivoarivo ◽  
G. Lecomte-Nana ◽  
...  
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