冻融循环下格栅加筋粘土土体含水率试验研究

Experimental study on soil moisture content of geogrid-reinforced clay under freezing-thawing cycle

通过一系列室内含水率测试试验,研究了格栅加筋粘土在多次冻融循环条件下土体含水率的变动情况,探讨了填料压实度,加筋层数和初始含水率对冻融后土体含水率变动的影响规律。结果表明,压实度对土体ωi影响最大,低压实度时,Δω1为正值,高压实度时,Δω1为负值;加筋层数次之,ω1值随加筋层数增加而减小,在压实度高的土体中尤为显著;初始含水率影响最弱,仅在土体压实度较低时,较大的初始含水率会引起较大的Δω1值。

Through a series of lab-tests on moisture content of soil, the change of the moisture content of the grid-reinforced clay under freezing-thawing cycle is studied herein, and then the law of the impact from the compaction degree, the reinforcement layers and the initial moisture content of the soil on the moisture content of the soil under freezing-thawing cycles are discussed. The result shows that the compaction degree has the greatest impact on the soil body toi, i. e. △ω1 is positive when the compaction degree is low and △ω1 is negative when the compaction degree is high; meanwhile, the number of the reinforcement layers only has a secondary impact on the soli body, i. e. the value of to; is decreased along with the increase of the number of the reinforcement layers, while it is significant in the highly compacted soil; moreover, the impact from the initial moisture content is much less and the greater value of △ω1 is to be only arisen from a greater initial moisture content when the compaction degree of soil is low.