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非等温分布条件下压实黏土衬垫中固结与污染物运移耦合模型研究 被引量:2

Coupling model for consolidation and contaminant transport in compacted clay liners under non-isothermal condition
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摘要 考虑到污染场地内部产热会使得压实黏土衬垫处于非等温分布状态,建立了非等温分布条件下压实黏土衬垫中固结与污染物运移的耦合模型,并采用有限差分法对该耦合模型进行了求解。将所建耦合模型的计算结果分别与热扩散试验结果和已有理论模型的计算结果展开对比分析,对耦合模型的正确性进行了验证。基于所建耦合模型,通过某一算例分析了温度梯度M、加荷速率Q和Freundlich吸附系数K对污染物运移过程的影响。结果表明:污染物浓度和底部通量会随M绝对值的增大而增大,且一定温度梯度下的底部通量可达不考虑温度梯度时底部通量的2倍以上;Q的增大一方面会减慢污染物运移速率,另一方面会使得运移过程达到稳态时的污染物浓度增大;K的增大会减慢污染物运移过程,与不考虑吸附作用相比,考虑吸附作用可使得运移过程达到稳态时所需时间延长3倍及以上。 Considering that the heat production inside the contaminated site will make the compacted clay liner(CCL) be in a non-isothermal distribution state, a consolidation-contaminant transport coupling model for the CCL subjected to non-isothermal condition is established, and the finite difference method is used to solve the coupling model. The correctness of the established coupling model is verified by comparing the calculated results of the coupling model with the results of the thermal diffusion tests and those of the existing theoretical models, respectively. Based on the established coupling model, the effects of temperature gradient, loading rate and Freundlich adsorption coefficient on the transport process of contaminant are analyzed through an example. The results show that the concentration and bottom flux of contaminants increase with the increase of the absolute value of temperature gradient. Under a certain temperature gradient, the bottom flux of contaminant can be more than twice the bottom flux without considering the temperature gradient. On the one hand, the increase of loading rate will slow down the transport rate of contaminant. On the other hand, it will increase the concentration of contaminant when the transport process reaches a steady state. The increase of Freundlich adsorption coefficient will slow down the transport process of contaminant. The time required for the transport process to reach the steady state can be prolonged by three times or more when the adsorption effect is considered.
作者 李江山 江文豪 葛尚奇 黄啸 程鑫 万勇 LI Jiang-shan;JIANG Wen-hao;GE Shang-qi;HUANG Xiao;CHENG Xin;WAN Yong(State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China;University of Chinese Academy of Sciences,Beijing 100049,China;Research Center of Coastal and Urban Geotechnical Engineering,Zhejiang University,Hangzhou 310058,China)
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2022年第11期2071-2080,共10页 Chinese Journal of Geotechnical Engineering
基金 国家自然科学基金项目(42177163,51625903,51979267)。
关键词 非等温分布 压实黏土衬垫 土体固结 污染物运移 耦合模型 non-isothermal distribution compacted clay liner soil consolidation contaminant transport coupling model
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