Effects of soil bulk density and water content on penetration resistance

被引:10
|
作者
Lardy, Jarrett M. M. [1 ]
DeSutter, Thomas M. M. [1 ]
Daigh, Aaron L. M. [2 ,3 ]
Meehan, Miranda A. A. [4 ]
Staricka, James A. A. [5 ]
机构
[1] North Dakota State Univ, Sch Nat Resource Sci, Fargo, ND 58105 USA
[2] Univ Nebraska Lincoln, Agron & Hort Dep, Lincoln, NE USA
[3] North Dakota State Univ, Biol Syst Engn Dep, Lincoln, NE USA
[4] North Dakota State Univ, Dep Anim Sci, Fargo, ND USA
[5] North Dakota State Univ, Williston Res & Extens Ctr, Williston, ND USA
关键词
MECHANICAL IMPEDANCE; ROOT-GROWTH; COMPACTION;
D O I
10.1002/ael2.20096
中图分类号
S [农业科学];
学科分类号
09 ;
摘要
Infrastructure installation (e.g., pipelines) disturbs soils, often resulting in increased soil compaction (bulk density [Bd] and penetration resistance [PR]). The relationship of PR to Bd, gravimetric water content (Theta g), and a suite of other properties were determined on seven topsoils to provide a model and database for reclamation specialists to use when assessing disturbed soils. Penetration resistance had a strong linear association with Bd, but higher Theta g reduced the range of PR as Bd increased. Step-wise regression identified Bd, Theta g, texture, clay speciation, and organic matter as significant factors to predict PR. The model predicts PR from <1 to 8 MPa and closely match measured values. Soil Bd and Theta g contributed to 84% of the model's explained variation in predicting PR. This study provides a tool for reclamation specialists that aids in understanding the risks associated with disturbances and highlights the importance of keeping Theta g low during installation of pipelines.
引用
收藏
页数:7
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