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尾矿库防渗土特性实验测试和数值模拟研究 被引量:1
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作者 史砚春 《世界有色金属》 2020年第17期200-201,共2页
由于尾矿库防渗土特性对尾矿库建筑安全具有重要影响,为此提出尾矿库防渗土特性实验测试和数值模拟研究。首先利用实验仪器对不同建筑材料的尾矿库物理性质和渗透系数进行测试,测得白泥/风化土夹层结构的渗透系数K20=5.610-8 cm/s,白泥... 由于尾矿库防渗土特性对尾矿库建筑安全具有重要影响,为此提出尾矿库防渗土特性实验测试和数值模拟研究。首先利用实验仪器对不同建筑材料的尾矿库物理性质和渗透系数进行测试,测得白泥/风化土夹层结构的渗透系数K20=5.610-8 cm/s,白泥/亚粘土夹层结构的渗透系数K20=4.710-8 cm/s,采用有限元数值模拟软件对尾矿库防渗土特性进行了数值模拟,尾矿库防渗土采用以上材料,透水性弱,防渗效果良好。 展开更多
关键词 尾矿库 渗土特性 实验测试 数值模拟 透系数
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Effect of Salt Solution on Characteristics of Soil Infiltration
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作者 陈曦 潘英华 +1 位作者 郝春红 谭妍青 《Agricultural Science & Technology》 CAS 2012年第2期357-360,438,共5页
[Objective] The aim was to study the effect of salt solution on characteristics of soil infiltration, and to provide references for the further studies on the effect of water quality on soil infiltration characteristi... [Objective] The aim was to study the effect of salt solution on characteristics of soil infiltration, and to provide references for the further studies on the effect of water quality on soil infiltration characteristics and its mechanism. [Method] With the NaCl, CaCl2 solutions as the main test materials, the effect of different water quality and salt solution concentration on soil infiltration was studied under one-dimensional vertical ponded water infiltration at laboratory. [Result] The solution concentration could affect the infiltration performance. The trends of the infiltration rates, cumulative infiltrations and wetting front migration distances were all 50 mg/L 100 mg/L 10 mg/L. At the same concentration, the effect of NaCl solution on soil infiltration characteristics was more significant than CaCl2 solution: in the same time, cumulative infiltration and wetting front migration distance of NaCl solution were greater than CaCl2 solution; compared with NaCl solution, CaCl2 solution took longer time to infiltrate the same amount of water. The dynamic changes of infiltration rate, wetting front and cumulative infiltration were well fitted to the Philip model. [Conclusion] This study only conducted indoor experiment to the infiltration of salt solutions, involving in low concentration and small range. Although it provided some references for the study on the effect of water quality on soil infiltration characteristics and its mechanism, studies in larger areas and with bigger concentrations are demanding. 展开更多
关键词 Salt solution Soil moisture Infiltration characteristics
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Use of Horton Infiltration Model in Estimating Infiltration Characteristics of an Alfisol in the Northern Guinea Savanna of Nigeria 被引量:2
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作者 A. Abdulkadir M. N. Wuddivira +1 位作者 N. Abdu O. J. Mudiare 《Journal of Agricultural Science and Technology(A)》 2011年第6期925-931,共7页
Field infiltration measurement is often a tedious task thus can be easily estimated from proposed infiltration models. The Horton equation is one of the popular models used in the characterization of field infiltratio... Field infiltration measurement is often a tedious task thus can be easily estimated from proposed infiltration models. The Horton equation is one of the popular models used in the characterization of field infiltration. In this study, the least square curve firing technique was employed to estimate the model parameters from fifteen field measured data and gave resultant mean regression coefficients (R2) value of 0.811. Furthermore, plotting the measured against the calculated infiltration rate for the first six (6) measurement points yielded R2 values close to unity in the regression curve indicating a marked relationship between the two. This indicates that the Horton infiltration model can be applied to estimate infiltration characteristics of soils in Samaru, Northern Guinea Savanna of Nigeria. 展开更多
关键词 Field infiltration Horton's infiltration equation regression least-square technique.
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The analysis for stress-strain characteristics of concrete cutoff wall built in deep cladding foundation
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作者 LI Yan-long LI Shou-yi WANG Rui-jun GENG Ji-ji ZHANG Xiao-fei 《Journal of Energy and Power Engineering》 2009年第3期47-52,共6页
Combined with a proposed homogeneous earth dam in deep cladding foundation, Duncan E-B model is applied to simulate dam-filled material, apply to three-dimensional nonlinear finite element method, attain the stress-st... Combined with a proposed homogeneous earth dam in deep cladding foundation, Duncan E-B model is applied to simulate dam-filled material, apply to three-dimensional nonlinear finite element method, attain the stress-strain distribution and alteration in concrete cutoff wall in completion and water storage periods, analysis the stress state in the contact element between concrete cutoff wall and cladding foundation, provide the corresponding measures. The calculation results show that the design of concrete cutoff wall and homogeneous earth dam is reasonable. 展开更多
关键词 deep cladding foundation homogeneous earth dam concrete cutoff wall STRESS-STRAIN
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