植草膨胀土边坡裂隙演化规律及其裂隙体积率预估模型研究

    Study on evolution law of vegetated expansive soil slope cracks and predictive model of crack volume ratio

    • 摘要: 植被生态防护已成为边坡防护的重要方式之一。为研究不同生长期植被对膨胀土边坡开裂的抑制效果,开展较大尺寸膨胀土边坡干湿循环试验。基于数字图像处理技术,实时监测干湿循环过程中植被生长参数与裂隙形态特征指标,探明植被生长对膨胀土边坡裂隙演化的影响规律,并结合边坡体积含水率和基质吸力变化特征揭示其影响机理。结果表明,覆盖率和根系表面积密度等植被生长参数随生长时间的增加呈增大趋势,可分为萌芽期、生长期和成熟期3个典型阶段。植被的抑裂作用具有明显的时间效应,生长前期的抑裂效果有限,素膨胀土边坡和植草膨胀土边坡的裂隙率相近;但随着植被生长,当覆盖率和根系表面积密度超过某一阈值后,植被茎叶的“保水”作用与根系的“桥接”作用开始凸显,两者裂隙率差值显著增大。此外,基于脱湿过程中土体孔隙在基质域、沉降域和裂隙域间的转化关系,建立了考虑干湿循环和根系影响的裂隙体积率预估模型。模型预测值与实测值的相对误差(RE)小于9%,均方根误差(RMSE)小于0.36%,验证了模型的准确性和可靠性。研究结果可为植草边坡的裂隙发育过程及裂隙体积率预测提供参考依据。

       

      Abstract: Vegetation-based ecological protection has become one of the important methods for slope protection. To study the inhibitory effect of vegetation at different growth stages on the cracking of expansive soil slopes, large-scale expansive soil slope dry-wet cycle tests are carried out. Through digital image processing technology, the growth parameters of vegetation and the morphological characteristics of cracks are monitored in real time during the dry-wet cycle to explore the evolution law of vegetation growth on the crack evolution of expansive soil slopes. Combined with the changes in volumetric water content and matric suction of the slope, the influence mechanism is revealed. The results show that the vegetation growth parameters such as coverage rate and root surface area density increase with the increase of growth time and can be divided into three typical stages: germination period, growth period and mature period. The crack inhibition effect of vegetation has a significant time effect. The crack inhibition effect in the early growth period is limited, and the crack rate of the bare expansive soil slope and the grass-covered expansive soil slope is similar. However, as the vegetation grows, when the coverage rate and root surface area density exceed a certain threshold, the "water retention" effect of stems and leaves and the "bridging" effect of roots become prominent, and the difference in crack ratio between the two increases significantly. Furthermore, based on the transformation of soil pores among the matrix, settlement, and crack domains during the drying process, a predictive model for the crack volumetric fraction that incorporates the effects of wetting-drying cycles and root systems is developed. The relative error (RE) between the predicted and measured values is less than 9%, and the root mean square error (RMSE) is less than 0.36%, verifying the accuracy and reliability of the model. The research results can provide a reference basis for the crack development process and crack volume rate prediction of grass-covered slopes.

       

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