弱胶结卵漂石混合土溶蚀分解及细观特性研究OA
Dissolution decomposition and mesoscopic characteristics of weakly cemented pebble-cobble mixed soil
中国西南地区广泛分布弱胶结卵漂石混合土,因其成岩程度低、胶结性差及遇水易软化崩解等特性,已成为边坡工程中的重大隐患,严重威胁工程安全.以西藏扎拉水电站工程区6 类典型弱胶结卵漂石混合土为研究对象,综合运用化学分析、溶蚀分解试验、干湿循环崩解试验及扫描电镜观测,系统研究了水土作用下其化学特性、溶蚀迁移规律、崩解特性及微观结构演化机制.结果表明:① 6 类弱碱性土体中,除钙质胶结类型外,其余均富含以 SO2-4、Cl-为主的易溶盐;地表水与地下水浸泡可加速易溶盐(尤其是 SO2-4 和 Ca2+)的流失,而钙质胶结土表现出优异的抗溶蚀性.② 干湿循环作用显著影响土体的崩解特性,其破坏作用在循环初期最为剧烈,以大孔隙类土体崩解风险最高;胶结类型与完整性是控制崩解程度的关键,二者不利的空间组合会产生协同劣化,导致崩解量倍增.③ 饱水作用导致土体微观结构发生系统性劣化,宏观表现为稳定致密结构(面-面接触)转变为松散状态(边-边/角接触),并伴随颗粒圆钝、裂隙扩展、孔隙增多且连通性增强等系列变化,其中胶结松散且局部孔隙发育的土样劣化程度最为显著.研究成果从微观机制上深化了对水土作用的理解,可为相关工程的边坡稳定性分析与设计优化提供参考.
Weakly cemented pebble-cobble mixed soils,widely distributed in southwestern China,have become a major hidden danger in slope engineering and seriously threaten engineering safety due to their low degree of diagenesis,poor cementation,and tendency to soften and disintegrate when exposed to water.Taking six typical types of weakly cemented pebble-cobble mixed soils from the project area of Zhala Hydropower Station in Xizang as the research objects,this paper systematically investigated their chemical characteristics,dissolution and migration laws,disintegration characteristics,and microstructure evolution mecha-nisms under water-soil interactions using a combination of chemical analysis,dissolution and decomposition tests,dry-wet cycle disintegration tests,and scanning electron microscopy(SEM)observations.The results showed that:①Among the six types of weakly alkaline soils,all are rich in soluble salts dominated by SO2-4 and Cl-except calcareous-cemented types.Immersion in surface water and groundwater can accelerate the loss of soluble salts(especially SO2-4 and Ca2+),while calcareous-cemented soils exhibit excellent dissolution resistance.② Dry-wet cycles significantly affect the disintegration characteristics of the soils,with the most severe damage occurring in the initial cycles.Soils with large porosity have the highest disintegration risk.Cementa-tion type and integrity are the key factors controlling the degree of disintegration,and their unfavorable spatial combination leads to synergistic deterioration,resulting in a doubling of the disintegration amount.③ Water saturation causes systematic deterioration of the soil microstructure.Macroscopically,the stable dense structure(face-to-face contact)transforms into a loose state(edge-to-edge or edge-to-corner contact),accompanied by a series of changes such as particle rounding,crack expansion,increased porosity,and enhanced connectivity.Among them,the soil samples with loose cementation and locally developed pores show the most significant deterioration.The research results deepen the understanding of water-soil interactions at the microscopic level and can provide references for slope stability analysis and design optimization of related projects.
汪啸;任志勇;王南溪;崔皓东;黄振伟
长江科学院 水利部岩土力学与工程重点实验室,湖北 武汉 430010西藏大唐扎拉水电开发有限公司,四川 成都 610000西藏大唐扎拉水电开发有限公司,四川 成都 610000长江科学院 水利部岩土力学与工程重点实验室,湖北 武汉 430010长江勘测规划设计研究有限责任公司,湖北 武汉 430010
建筑与水利
弱胶结卵漂石混合土溶蚀分解崩解特征电镜扫描细观特性
weakly cemented pebble-cobble mixed soildissolution decompositiondisintegration characteristicselectron microscopy scanningmesoscopic characteristics
《人民长江》 2026 (6)
228-236,9
中国大唐集团公司科研项目(CWEME-2404XZ-F002)国家自然科学基金项目(41902260)国家重点研发计划项目(2023YFC3209500)中央级公益性科研院所基本科研业务费专项资金项目(CKSF2025729/YT,CKSF20241024/YT)中国中铁股份有限公司科技研究开发计划项目(2023-重大-16)
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