Soil structure degradation and mellowing of compacted soils by saline sodic solutions

被引:28
作者
Barzegar, AR
Oades, JM
Rengasamy, P
机构
[1] UNIV ADELAIDE,WAITE AGR RES INST,DEPT SOIL SCI,GLEN OSMOND,SA 5064,AUSTRALIA
[2] COOPERAT RES CTR SOIL & LAND MANAGEMENT,GLEN OSMOND,SA 5064,AUSTRALIA
关键词
D O I
10.2136/sssaj1996.03615995006000020035x
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
Aggregates are formed by Joining of structural units of different sizes in a hierarchical order. During wetting, the aggregates may either disintegrate completely (slaking) or remain intact with only loosening at the points of weakness (mellowing). This study investigated the effect of saline-sodic solutions with sodium adsorption ratio (SAR) of 5 and 20 and electrical conductivity (EC) of 0.1 to 4 dS m(-1) after a number of wetting-drying cycles on soil mellowing, A Vertic Palexeralf with a coefficient of linear extensibility (COLE) value of 0.15 and a Typic Haploxeralf with COLE of 0.05 were studied. Using a Ca solution, the degree of aggregation in both soils was improved about two times in >50 and 20- to 50-mu m aggregates compared with the original soils, The values for the Vertic Palexeralf were three times those of the Typic Haploxeralf. In contrast, sodic solutions led to the collapse of aggregates, Mellowing ratios of aggregates changed after 10 wetting-drying cycles and were approximate to 0.6 to 0.7 for SAR 5 and 0.8 to 1 for SAR 20 for the Vertic Palexeralf; for the Typic Haploxeralf they were 0.7 to 0.8 and 0.9 to 1.2 for SARs 5 and 20, respectively, Mellowing ratios between 0.9 and 1 were obtained for the Vertic Paleoxeralf minicores using solutions of SAR 20 and EC 0.1 dS m(-1). The mellowing ratio was 0.2 when a solution of SAR 5 and EC 4 dS m(-1) was used. In soils where aggregates collapsed without hierarchical breakdown, mellowing ratios were always higher, indicating structural degradation.
引用
收藏
页码:583 / 588
页数:6
相关论文
共 17 条
[1]  
[Anonymous], USDA SCS AGR HDB
[2]   EFFECTS OF CLAY TYPE AND RATE OF WETTING ON THE MELLOWING OF COMPACTED SOILS [J].
BARZEGAR, AR ;
RENGASAMY, P ;
OADES, JM .
GEODERMA, 1995, 68 (1-2) :39-49
[3]  
BARZEGAR AR, 1994, SOIL TILL RES, V32, P329, DOI 10.1016/0167-1987(94)00421-A
[4]  
*BRIT STAND I, 1975, 1377 BS BRIT STAND I
[6]  
Dexter A. R., 1988, CATENA S, V11, P35
[7]   METHODOLOGY FOR DETERMINATION OF TENSILE-STRENGTH OF SOIL AGGREGATES [J].
DEXTER, AR ;
KROESBERGEN, B .
JOURNAL OF AGRICULTURAL ENGINEERING RESEARCH, 1985, 31 (02) :139-147
[8]   ADVANCES IN CHARACTERIZATION OF SOIL STRUCTURE [J].
DEXTER, AR .
SOIL & TILLAGE RESEARCH, 1988, 11 (3-4) :199-238
[9]   AGGREGATE STRUCTURE AND CARBON, NITROGEN, AND PHOSPHORUS IN NATIVE AND CULTIVATED SOILS [J].
ELLIOTT, ET .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1986, 50 (03) :627-633
[10]  
GEE GW, 1986, AGRON MONOGR, V9, P377