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梅岭, 姜朋明, 李鹏, 周爱兆. 非饱和土的土水特征曲线试验研究[J]. 岩土工程学报, 2013, 35(zk1): 124-128.
引用本文: 梅岭, 姜朋明, 李鹏, 周爱兆. 非饱和土的土水特征曲线试验研究[J]. 岩土工程学报, 2013, 35(zk1): 124-128.
MEI Ling, JIANG Peng-ming, LI Peng, ZHOU Ai-zhao. Soil-water characteristic curve tests on unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 124-128.
Citation: MEI Ling, JIANG Peng-ming, LI Peng, ZHOU Ai-zhao. Soil-water characteristic curve tests on unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 124-128.

非饱和土的土水特征曲线试验研究

Soil-water characteristic curve tests on unsaturated soil

  • 摘要: 利用GEO-Experts应力相关的土水特征曲线压力板仪对镇江某工程不同深度的重塑土样进行土水特征曲线试验研究,并对试验结果的影响因素进行分析。研究发现,各深度下的土样在脱水过程中,随着基质吸力的增大,土样的体积含水率逐渐减小;吸水过程中,随之基质吸力的减小,土样的体积含水率逐渐增大;变化相同的基质吸力值,表层土体比深层土体有更大的体积含水率的变化;土样在完成脱水过程后再进行吸水试验,土样不可能完全回复到原来的状态;分析了影响试验结果的主要因素,并提出了相应的减小误差的措施,从而为本地区降雨入渗对边坡土体抗剪强度的影响以及稳定性影响研究打下基础。

     

    Abstract: In order to study the soil and water characteristic curve of remolded soil samples at different depths of soil, an experiment is done in a project in Zhenjiang using the stress-related GEO-Experts soil and water characteristic curve pressure plate apparatus. The factors influencing the test consequences are also analyzed in the experiment. According to the tests, with the increasing matrix suction, the volumetric water content of soil gradually decreases, during the dehydration process of soil samples at different depths. However, when the soil samples are in the process of absorbing water, the results are on the contrary. And with the same variable quantity of matrix suction values, the greater the soil depth, the more change the water content. What’s more, even if the soil samples absorb water again, they will not return to the original state when they have finished the dehydration process. In addition, the main influencing factors are analyzed, and several corresponding methods are given. It is helpful to the research on the influence of rainfall infiltration on the soil shear strength in local region and the slope stability.

     

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