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Effects of lime content and amelioration period in double lime application on the strength of lime treated expansive sub-grade soils

机译:石灰用量和改良期对石灰改良膨胀路基土强度的影响

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摘要

The addition of lime into soils has been widely used to stabilize the expansive sub-grade soils when the road pavements are constructed on them. It is common practice to apply a half of the required lime amount and allow a certain time period for lime to react with soils (Amelioration period) before applying the rest of lime and compacting the sub-grade. The optimum amelioration period is essential to minimize the construction delay and to gain the higher strength. In this study, two different expansive soils procured from two different locations in the state of Queensland in Australia were first mixed with different lime contents. A soil mixed with a particular lime content was compacted at different amelioration periods (e.g.: 0, 6, 12, 18, 24 hrs) to obtain soil samples to measure the Unconfined Compressive Strength (UCS). The results suggested that for a given amelioration period, UCS increased with the increase in lime content. The optimum amelioration period could be within 14~17 hours for most of the lime contents in tested soils. This could suggest that the current 24-48 hour amelioration period specified by the Queensland Department of Transport and Main roads could be reduced.
机译:当在路面上铺设路面时,向土壤中添加石灰已广泛用于稳定膨胀的路基土壤。通常的做法是在所需的石灰量中加入一半的石灰,并留出一定的时间使石灰与土壤反应(改善期),然后再施加其余的石灰并压实路基。最佳的改善期对于最小化施工延迟并获得更高的强度至关重要。在这项研究中,首先将澳大利亚昆士兰州两个不同地点采购的两种膨胀土与不同石灰含量混合。在不同的改良时期(例如:0、6、12、18、24小时)将混有特定石灰含量的土壤压实以获得土壤样品,以测量无侧限抗压强度(UCS)。结果表明,在给定的改善期内,UCS随着石灰含量的增加而增加。对于被测土壤中大部分的石灰含量,最佳的改良期可能在14〜17小时内。这可能表明昆士兰州运输和主要道路部门指定的当前24-48小时改善期可以缩短。

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