Effects of gypsum on hydrological, mechanical and porosity properties of a kaolinitic crusting soil

L. Borselli , S. Carnicelli , G.A. Ferrari , M. Pagliai , G. Lucamante
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引用次数: 27

Abstract

Numerous papers have shown the effectiveness of gypsum addition in reducing crust formation on sodic or generally non-acid soils, while the effect on acid soils has been less frequently studied and is less known. The present paper reports the results of a series of field rainfall simulations on an acid red soil (Rhodic Kandiustalf) in Northeast Zimbabwe. In these experiments, gypsum effect on hydrological behaviour in subsequent rainstorms was verified, and the mechanical properties of the crusts so formed were assessed by a modified hand penetrometer. The results showed the ability of gypsum to improve overall infiltration, mostly by reducing the rate of infiltration decay in the non-steady portion of a Horton-type infiltration curve; such rate of infiltration decay was shown to be not constant in subsequent rainstorms, with a well defined increasing trend, that was, however, less marked for gypsum-treated plots. Effect on final infiltration rate was much less significant. Surface crusts formed on gypsum-treated plots were shown to be significantly harder than those formed on untreated plots. Both results could be explained by the observation that a substantial loss of clay from the soil surface took place in untreated plots, while this process was significantly reduced by gypsum treatment. This lesser clay depletion would be effective in slowing structural collapse during wetting, and was also observed to allow the regeneration of a better developed soil structure on drying, so further slowing soil response in subsequent rainstorms. The greater clay content in the surface layer could also induce a higher degree of cohesion, so explaining the greater surface crust strength induced by gypsum treatment.

石膏对高岭石结壳土水文、力学和孔隙特性的影响
大量的论文已经证明了石膏在钠质或一般非酸性土壤中减少结皮形成的有效性,而对酸性土壤的影响研究较少,也不太为人所知。本文报道了在津巴布韦东北部的酸性红壤(Rhodic Kandiustalf)上进行的一系列野外降雨模拟结果。在这些实验中,石膏对随后的暴雨水文行为的影响得到了验证,并通过改进的手动穿透仪评估了这样形成的地壳的力学特性。结果表明:石膏能够改善整体入渗,主要是通过降低霍顿型入渗曲线非稳定部分的入渗衰减速率;在随后的暴雨中,这种渗透衰减率不是恒定的,有明显的增加趋势,然而,在石膏处理过的地块上,这种趋势不太明显。对最终入渗速率的影响不显著。在石膏处理过的地块上形成的表面结壳比未处理过的地块上形成的表面结壳要硬得多。这两个结果都可以通过观察来解释,即在未经处理的地块中,粘土从土壤表面大量流失,而石膏处理显著减少了这一过程。这种较少的粘土消耗将有效地减缓湿润时的结构崩塌,并且还观察到允许在干燥时更好地发育土壤结构的再生,从而进一步减缓随后的暴雨中土壤的反应。表层粘土含量越高,黏聚程度越高,说明了石膏处理后表层结壳强度越大的原因。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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