Self-repair of compacted Vertisols from Central Queensland, Australia

被引:21
作者
Chinn, C. [1 ]
Pillai, U. P. P. [1 ]
机构
[1] Univ Queensland, CMLR, St Lucia, Qld 4072, Australia
关键词
shrinkage indices; structure repair; soil properties; COLE; soil compaction; Vertisols; wet/dry cycles;
D O I
10.1016/j.geoderma.2008.01.004
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
Vertisols have the inherent ability to self-repair because of high clay contents and clay type that govern volume change. A study was undertaken to correlate soil inherent properties with two indicators of structure improvement based on tensile strength and clod porosity of compacted soil cores before and after wet/dry cycles. In order to minimize inter-soil differences Vertisols under similar cropping regimes and from the same climatic region in Queensland, Australia were selected. A soil repair index (R-T(1)) based on compressive strength of soil cores was related to soil inherent properties and shrinkage indices, COLESTD and LSMOD using multiple regression. Results showed that compressive strength of soil cores after a single wet/dry cycle after compaction was sufficient to rank Vertisols in terms of their capacity to improve structure after compaction. Clay content and clay activity (CEC/clay) on their own were poor indicators of soil repair. Fine sand was shown to be an important component in the repair process. LSMOD and COLESTD predicted R-T(1) equally well and indicated that Vertisols with COLESTD values>0.15 and LSMOD>12% would be expected to have sharper reductions in tensile strength compared to those with lower values after just one wet/dry cycle. Clod porosity was poorly related to soil inherent properties. (C) 2008 Elsevier B.V. All rights reserved.
引用
收藏
页码:491 / 501
页数:11
相关论文
共 65 条
[1]  
[Anonymous], 2000, HDB SOIL SCI
[2]   GAS-DIFFUSION, FLUID-FLOW AND DERIVED PORE CONTINUITY INDEXES IN RELATION TO VEHICLE TRAFFIC AND TILLAGE [J].
BALL, BC ;
OSULLIVAN, MF ;
HUNTER, R .
JOURNAL OF SOIL SCIENCE, 1988, 39 (03) :327-339
[3]   Relationship between clay content, clay type, and shrinkage properties of soil samples [J].
Boivin, P ;
Garnier, P ;
Tessier, D .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 2004, 68 (04) :1145-1153
[4]  
Bouma J., 1989, Advances in Soil Science, V9, P177
[5]  
Bourne GF, 1993, UNDERSTANDING MANAGI
[6]   USE OF SARAN RESIN TO COAT NATURAL SOIL CLODS FOR BULK-DENSITY AND WATER-RETENTION MEASUREMENTS [J].
BRASHER, BR ;
FRANZMEIER, DP ;
VALASSIS, V ;
DAVIDSON, SE .
SOIL SCIENCE, 1966, 101 (02) :108-+
[7]  
CHINN C, 2000, THESIS U QUEENSLAND, P154
[8]  
Coughlan K. J., 1984, Reviews in Rural Science, P87
[9]   BINARY PACKING THEORY AND PHYSICAL-PROPERTIES OF AGGREGATES [J].
COUGHLAN, KJ ;
LOCH, RJ ;
FOX, WE .
AUSTRALIAN JOURNAL OF SOIL RESEARCH, 1978, 16 (03) :283-289
[10]  
Day P.R., 1965, METHODS SOIL ANAL 1, P562, DOI DOI 10.2134/AGRONMONOGR9.1.C43