The effect of soil strength on germination and emergence of wheat (Triticum aestivum L.). I. Low shear strength conditions

Soil Research ◽  
1985 ◽  
Vol 23 (4) ◽  
pp. 577 ◽  
Author(s):  
N Collis-George ◽  
P Yoganathan

Experimental studies of the germination and emergence of wheat as affected by soil shear strength are reported. A fine sand under saturated conditions was used as the seed bed and the shear strength of the seed bed was increased to 10 kPa (0.1 bar) by externally applied loads. From the results it is concluded that the initial soil shear strength in this range has little effect on germination. However, coleoptile growth and root elongation are markedly reduced in the range 0-2.2 kPa such that total emergence is reduced to 7% at 9.3 kPa in this fine sand. The results clearly show that coleoptile elongation is more affected than root elongation by the same mechanical stress. Roots are found to be thicker and coleoptile thinner under increasing soil shear strength conditions.

Soil Research ◽  
1985 ◽  
Vol 23 (4) ◽  
pp. 589 ◽  
Author(s):  
N Collis-George ◽  
P Yoganathan

Experimental studies on limiting soil strength conditions for germination and emergence of wheat are reported. From the experimental results in a fine, dense sand a quantitative estimate of the stresses at the organ/soil interface that will prevent seed and seedling expansion and hence prevent germination and emergence is made using the Spherical Cavity Expansion Theory of Vesic. Interfacial stresses of 3.0, 2.3, 1.7 and 0.8 MPa (=30, 23, 17 and 8 bar) are found to be limiting to germination, root elongation, coleoptile elongation and emergence of wheat respectively. These results are discussed in terms of a range of soils with different mechanical properties. The limiting stresses are interpreted in terms of the results obtained by the torsional shear box.


Author(s):  
Indrayani Indrayani . ◽  
Andi Herius ◽  
Daiyan Saputra ◽  
Al Muhammad Fadi

The existence of irrigation canals greatly supports the production of rice produced, where irrigation channels will be equipped with embankment to protect irrigation channels.  Existing soil must certainly be able to withstand shear strength to withstand embankment, while the soil in the South Sumatra region, especially the swamp area has a low shear power so it cannot hold back the shear strength from the embankment.  For this reason, it is necessary to research the shear strength of the soil in the swamp area by adding fly ash and petrasoil in order to get the effect of increasing the value of the soil shear strength in the swamp area. The tests consists of the seive analysis, index properties, atterberg limits, soil compaction, and shear strength testing, based on SNI and ASTM. Mixed variations consist of 5, namely: (i) soil + petrasoil; (ii) soil + 10% fly ash + petrasoil; (iii) soil + 15% fly ash + petrasoil; (iv) soil + 20% fly ash + petrasoil; (v) soil + 20% fly ash; all variations without ripening. The test results are obtained that addition of 10% fly ash + petrasoil could be increase the soil cohesion value that is 21.56 Kpa, while the variation of the addition of 20% fly ash + water was obtained the highest value of the shear angle, that is 32.31 Kpa.


2016 ◽  
Vol 51 (3) ◽  
pp. 327-334
Author(s):  
А.С. РУДАКОВА ◽  
◽  
С.В. РУДАКОВ ◽  
Н.В. ДАВЫДОВА ◽  
Г.В. МИРСКАЯ ◽  
...  

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