弱固结砂土抗剪强度及微观特征试验研究OA
Experimental Study on Shear Strength and Microstructural Characteristics of Weakly Consolidated Sandy Soil
弱固结砂土因其特殊的成因和力学特性,在高原环境中表现出显著的水敏性和力学弱化特性.制样含水率是影响该地区砂土力学性质的关键因素,尤其是在抗剪强度和微观结构方面.通过多种力学试验和微观扫描分析,研究了不同制样含水率对札达地区重塑砂土的影响.研究表明,制样含水率对土体的抗剪强度、微观结构和孔隙特性有显著影响.在含水率 4%以下,土体的抗剪强度较高,颗粒间的基质吸力增强了黏结力;当含水率达到最优值 8%时,土体表现出最佳的抗剪强度和最优的微观结构.随着含水率进一步增加至 10%及以上,土体的抗剪强度显著下降,孔隙结构变得松散,颗粒接触变得不稳定.
The weakly consolidated sandy soil,due to its unique genesis and mechanical characteristics,exhibited significant water sensitivity and mechanical degradation in plateau environments.The preparation moisture content was a key factor influencing the mechanical properties of sandy soils in this region,particularly in terms of shear strength and microstructure.Through a series of mechanical tests and microscopic scanning analyses,this paper investigated the effects of different preparation moisture contents on remolded sandy soil from the Zanda area.The results show that preparation moisture content significantly affects the soil's shear strength,microstructure,and pore characteristics.When moisture content is below 4%,the soil exhibits higher shear strength,as matric suction between particles enhances inter-particle bonding.When the moisture content reaches the optimum value of 8%,the soil demonstrates peak shear strength and the most favorable microstructure.As the moisture content further increases to 10%or higher,the soil's shear strength drops significantly,the pore structure becomes loose,and particle contacts become unstable.
万欣宇;赵志明
西南交通大学地球科学与工程学院,成都 611756西南交通大学地球科学与工程学院,成都 611756
建筑与水利
弱胶结砂土重塑含水率抗剪强度水膜效应土体水敏性微观结构
weakly cemented sandy soilremoldingmoisture contentshear strengthwater film effectsoil water sensitivitymicrostructure
《路基工程》 2026 (4)
42-48,7
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