首页> 外文会议>International Conference on Unsaturated Soils; 20060402-06; Carefree,AZ(US) >Effects of wetting and drying on the unsaturated shear strength of a silty sand under low suction
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Effects of wetting and drying on the unsaturated shear strength of a silty sand under low suction

机译:低吸力下干湿对粉质砂非饱和剪切强度的影响

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Shear strength properties of unsaturated soils are important in evaluating the stability of geotechnical structures such as natural slopes, embankments, retaining walls, excavations, and footings. This importance is more in countries, where intense rainfalls cause the instability of natural and man-made slopes. An unsaturated soil behaves differently at wetting and drying and this difference in behavior is referred to as hysteresis. Hysteresis is often exhibited in soil-water characteristic curves of unsaturated soils. The hysteresis in the shear strength behavior of unsaturated soil under wetting and drying has not been fully investigated. Shear strength tests on unsaturated soils have usually been conducted following the drying process. For example, in a multi-stage shear test, the soil is subjected to increasing matric suctions at subsequent stages. Very few studies have been conducted on the unsaturated shear strength parameters on wetting process by which slopes become more unstable. Re-compacted soil specimens of silt-sand were tested in a modified triaxial apparatus to examine the effects of wetting and drying on shear strength. Identical soil specimens were tested at wetting and drying under controlled air and water pressures. The study was conducted for low suction range, (i.e. 0 ~50 kPa). The soil at the drying had lower shear strength as compared to the soil at the wetting under the same matric suction. Furthermore, the study was extended to investigate the effects of suction and the hysteresis of SWCC on shear strength parameters such as effective friction angle, φ', and the apparent cohesion, c. Results exhibited no significant effects of suction and the hysteresis of SWCC on the effective friction angle. It was observed that the apparent cohesion at the wetting was higher than that was obtained at the drying under the same suction. The c increases as the suction increase with the decreasing rate at wetting.
机译:非饱和土的抗剪强度特性对于评估土工结构(如自然边坡,路堤,挡土墙,基坑和基础)的稳定性很重要。在一些国家,那里的降雨更多,导致自然和人造斜坡的不稳定性,这一点尤为重要。非饱和土壤在润湿和干燥时的行为会有所不同,这种行为差异称为磁滞现象。滞后现象通常表现在非饱和土壤的土壤-水特征曲线中。尚未充分研究湿润和干燥条件下非饱和土抗剪强度特性的滞后现象。通常在干燥过程之后对不饱和土壤进行抗剪强度测试。例如,在多阶段剪切试验中,土壤在后续阶段要经受增加的基质吸力。对于润湿过程中使斜坡变得更加不稳定的非饱和剪切强度参数的研究很少。在改良的三轴设备中对重新压实的粉砂土样品进行了测试,以检验润湿和干燥对剪切强度的影响。在受控的气压和水压下,对相同的土壤样品进行润湿和干燥测试。该研究是针对低吸力范围(即0〜50 kPa)进行的。与在相同的基质吸力下润湿的土壤相比,干燥的土壤具有较低的剪切强度。此外,该研究扩展到研究SWCC的吸力和滞后对剪切强度参数(例如有效摩擦角φ'和表观内聚力c)的影响。结果显示,SWCC的吸力和滞后对有效摩擦角没有显着影响。观察到,在相同吸力下,润湿时的表观内聚力高于干燥时的表观内聚力。随着吸力的增加,c随着润湿时速率的降低而增加。

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