Effect of multiple passes of tractor with varying normal load on subsoil compaction

被引:41
作者
Patel, S. K. [1 ]
Mani, Indra [1 ]
机构
[1] Indian Agr Res Inst, Div Agril Engg, New Delhi 12, India
关键词
Soil compaction; Sub-surface soil properties; Penetration resistance; Number of passes; Multiple regression; SOIL COMPACTION;
D O I
10.1016/j.jterra.2011.06.002
中图分类号
X [环境科学、安全科学];
学科分类号
083001 [环境科学];
摘要
A field experiment was conducted on alluvial soil with sandy loam texture, in a complete randomized design, to determine the compaction of sub-soil layers due to different passes of a test tractor with varying normal loads. The selected normal loads were 4.40, 6.40 and 8.40 kN and the number of passes 1, 6, 11 and 16. The bulk density and cone penetration resistance were measured to determine the compaction at 10 equal intervals of 5 cm down the surface. The observations were used to validate a simulation model on sub-soil compaction due to multiple passes of tractor in controlled conditions. The bulk density and penetration resistance in 0-15 cm depth zone continuously increased up to 16 passes of the test tractor, and more at higher normal loads. The compaction was less in different sub-soil layers at lower levels of loads. The impact of higher loads and larger number of passes on compaction was more effective in the soil depth less than 30 cm; for example the normal load of 8.40 kN caused the maximum bulk density of 1.53 Mg/m(3) after 16 passes. In 30-45 cm depth layer also, the penetration resistance increased with the increase in loads and number of passes but to a lesser extent which further decreased in the subsoil layers below 45 cm. Overall, the study variables viz, normal load on tractor and number of passes influenced the bulk density and soil penetration resistance in soil depth in the range of 0-45 cm at 1% level of significance. However, beyond 45 cm soil depth, the influence was not significant. The R-2 calculated from observed and predicted values with respect to regression equations for bulk density and penetration resistance were 0.7038 and 0.76, respectively. (C) 2011 ISTVS. Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:277 / 284
页数:8
相关论文
共 6 条
[1]
AlAdawi SS, 1996, T ASAE, V39, P1641, DOI 10.13031/2013.27680
[2]
[Anonymous], 1998, Environmental Soil Physics: Fundamentals, Applications, and Environmental Considerations
[3]
Evaluation of soil compaction in an irrigated short-duration grazing system [J].
da Silva, AP ;
Imhoff, S ;
Corsi, M .
SOIL & TILLAGE RESEARCH, 2003, 70 (01) :83-90
[4]
Soil compaction in cropping systems - A review of the nature, causes and possible solutions [J].
Hamza, MA ;
Anderson, WK .
SOIL & TILLAGE RESEARCH, 2005, 82 (02) :121-145
[5]
Agricultural traffic impacts on soil [J].
Raper, RL .
JOURNAL OF TERRAMECHANICS, 2005, 42 (3-4) :259-280
[6]
Singh G., 2009, IAEC BANK THAIL