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溶蚀-渗流耦合作用下水泥基材料渗流特性数值模拟

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为探究水泥基材料在渗流-化学溶蚀耦合作用下的孔隙率和渗流特性,建立了渗流-溶蚀数学模型,通过有限元模拟和试验验证的方法,研究了化学溶解、钙离子迁移和渗流相互影响的过程.通过数值模拟,研究了不同压力水头和不同酸液浓度下孔隙率和渗透速率的变化规律,检验了渗流-溶蚀模型在酸蚀条件下的适用性;通过化学浸泡法对水泥土进行侵蚀,测量侵蚀后水泥土的渗透率和孔隙率,并对二者进行非线性曲线拟合,验证了数值模拟结果的合理性.结果表明,水头变化并不影响水泥基材料的孔隙率和渗透速率变化趋势;渗透速率与孔隙率之间存在近似三次函数的关系;侵蚀溶液会加速水泥基材料中钙离子的溶解,进而加速孔隙率和渗透速率的变化.
Numerical Simulation of Seepage Characteristics of Water and Cement-based Material Under Coupling Effect of Corrosion and Seepage
To investigate the porosity and seepage characteristics of cementitious materials under the coupled action of seepage-chemical dissolution,a mathematical model of seepage-dissolution was established.Then the process of chemical dissolution,calcium ion migration,and seepage interacting with each other was investigated by using the method of finite element simulation and experimental verification.The applicability of the seepage-solution model under acid erosion condi-tions was examined by numerical simulation of the changing rules of porosity and permeability rate under different pres-sure heads and different acid concentrations.The soil was eroded by chemical soaking method,and the permeability and porosity of the eroded soil were measured.The both of nonlinear curves were fitted to verify the rationality of numerical simulation.The results show that the change of water head does not affect the trend of porosity and permeability rate of cementitious materials;The relationship between permeability rate and porosity is an approximate cubic function;The e-rosion solution accelerates the dissolution of calcium ions in cementitious materials,which in turn accelerates the change of porosity and permeability rate.

cement-based materialcalcium dissolutionseepageacid etchingnumerical simulation

王大宁、孙文、余光耀、鲜雪蕾、马永江

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兰州交通大学土木工程学院,甘肃 兰州 730070

水泥基材料 钙溶蚀 渗流 酸蚀 数值模拟

甘肃省自然科学基金项目

22JR5RA338

2024

水电能源科学
中国水力发电工程学会 华中科技大学 武汉国测三联水电设备有限公司

水电能源科学

CSTPCD北大核心
影响因子:0.525
ISSN:1000-7709
年,卷(期):2024.42(10)
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