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| 1 | Emerging trends in expansive soil stabilisation: A review显示文摘Expansive soils are problematic due to the performances of their clay mineral constituent, which makes them exhibit the shrink-swell characteristics. The shrink-swell behaviours make expansive soils inappropriate for direct engineering application in their natural form. In an attempt to make them more feasible for construction purposes, numerous materials and techniques have been used to stabilise the soil. In this study, the additives and techniques applied for stabilising expansive soils will be focused on,with respect to their efficiency in improving the engineering properties of the soils. Then we discussed the microstructural interaction, chemical process, economic implication, nanotechnology application, as well as waste reuse and sustainability. Some issues regarding the effective application of the emerging trends in expansive soil stabilisation were presented with three categories, namely geoenvironmental,standardisation and optimisation issues. Techniques like predictive modelling and exploring methods such as reliability-based design optimisation, response surface methodology, dimensional analysis, and artificial intelligence technology were also proposed in order to ensure that expansive soil stabilisation is efficient. | Chijioke Christopher Ikeagwuani Donald Chimobi Nwonu | 2019 | Journal of Rock Mechanics and Geotechnical Engineering2019，11，2： | 13 |
| 2 | 膨胀土一维湿化变形时效特性的半经验法研究显示文摘为探索膨胀土渗透作用下湿化变形时间效应的预测方法,设计一系列具有一定初始含水率和干密度的标准环刀试样的一维吸水膨胀试验,对试样的膨胀变形随时间变化规律进行分析。采用室内试验、数据统计分析与有限单元法相结合,理论计算出膨胀土的吸水膨胀率随时间的变化关系。室内无荷载膨胀试验获取了隆起量随时间的变化规律;将滤纸法获得的膨胀土的土-水特征曲线,应用于有限元分析软件中,获得了试样渗透吸水过程中体积含水率随时间的变化规律;最后将试验获得的膨胀率-过程含水率的理论与体积含水率随时间变化的数值模拟结果相结合,获得了土体隆起变形随时间变化的理论预测曲线。研究结果表明:半经验公式获得的隆起量-时间关系与试验数据基本一致;结合已有研究验证该半经验方法的准确度,结果得到的膨胀量随时间变化的计算结果与实测相同,说明本文提出的半经验计算方法具有良好的应用前景,可用于膨胀土的一维隆起预测。 | 王金淑 吴光 | 2021 | 河南理工大学学报(自然科学版)2021，40，2： | 1 |
| 3 | Experimental studies on curling development of artificial soils显示文摘Soil curling is an important phenomenon associated with volume changes induced by increasing soil suction upon desiccation.The study of soil behaviors associated with drying in soils(e.g.soil shrinkage,desiccation cracks and curling)has received increasing attention over the last few years,which has been mainly driven by the forecast climate change that will warm up our planet.There are significant gaps in the current knowledge related to the factors that control the development of curling deformations in soils.For this,the curling phenomenon is investigated through laboratory desiccation tests on different mixtures of artificial soils.The effects of soil grain size distribution,mineralogy,soil microstructure,and soil water content on the curling deformation are analyzed.Digital photos were taken at regular time intervals during the tests to understand the volume changes in the soil samples during drying.It is found that soil fabric and soil water content have significant effects on curling scenario.It is observed that the percentage of sand particles and the initial water content play a critical role in the development of soil curling.Samples of pure clayey minerals experienced shrinkage without or with minor curling during drying. | Duaa Al-Jeznawi Marcelo Sanchez Abbas J.Al-Taie Marcin Zielinski | 2019 | Journal of Rock Mechanics and Geotechnical Engineering2019，11，6： | 0 |
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