DIRECTIONAL STRENGTH IN AGGREGATES AS AFFECTED BY AGGREGATE VOLUME AND BY A WET DRY CYCLE

被引:22
作者
HADAS, A
机构
[1] Department of Soil Physics, Institute of Soils and Water, Volcani Center, Bet Dagan
来源
JOURNAL OF SOIL SCIENCE | 1990年 / 41卷 / 01期
关键词
D O I
10.1111/j.1365-2389.1990.tb00047.x
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
Reduction of aggregate size in the upper, tilled soil layer as a result of one wet/dry cycle was observed for sandy soil and clay soils. Bulk density of aggregates tended to increase as their size diminished for the clay after the wet/dry cycle, whereas similar changes in bulk density for the loam were observed only for aggregates smaller than 5.6 cm. Slaking and water‐drop impact seem to be the major factors in reducing the aggregate size of the sandy loam, while swelling and shrinkage affect clay aggregates of all size groups, but only aggregates smaller than 4.0 mm for the sandy loam. Tensile strength of the sandy loam aggregates was related to the axis along which the stresses were applied. A definite directional dependence of tensile strength was observed, e.g. the shorter the axis, the larger the tensile strength. The directional strength dependence was apparently not affected by one wet/dry cycle. Copyright © 1990, Wiley Blackwell. All rights reserved
引用
收藏
页码:85 / 93
页数:9
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