为提升穿管敷设电缆载流量,建立了全尺寸的模拟载流量试验系统,通过理论和试验分析研究了低热阻系数回填材料对提升穿管敷设电缆载流量的作用。采用温升试验评估了10 k V三芯电缆在3×3排管群以及110 k V单芯电缆在单根穿管内采用...为提升穿管敷设电缆载流量,建立了全尺寸的模拟载流量试验系统,通过理论和试验分析研究了低热阻系数回填材料对提升穿管敷设电缆载流量的作用。采用温升试验评估了10 k V三芯电缆在3×3排管群以及110 k V单芯电缆在单根穿管内采用低热阻系数回填前后载流量的变化。结果表明,可流动低热阻系数回填材料能有效改善穿管敷设电缆的载流量;与填充前相比,回填后3×3排管群敷设电缆的载流量提升了17.2%,单根穿管敷设电缆的载流量提升了14.5%,3×3穿管电缆群最热电缆外部热阻下降了23.4%,与IEC 60287标准的分析结果相符。低热阻材料能消除穿管内密闭空气对电缆散热的不良影响,有效提升电缆载流量。展开更多
A suitable bearing capacity of foundation is critical for the safety of civil structures.Sometimes foundation reinforcement is necessary and an effective and environmentally friendly method would be the preferred choi...A suitable bearing capacity of foundation is critical for the safety of civil structures.Sometimes foundation reinforcement is necessary and an effective and environmentally friendly method would be the preferred choice.In this study,the potential application of enzyme-induced carbonate precipitation(EICP)was investigated for reinforcing a 0.6 m bedding layer on top of clay to improve the bearing capacity of the foundation underneath an underground cable duct.Laboratory experiments were conducted to determine the optimal operational parameters for the extraction of crude urease liquid and optimal grain size range of sea sands to be used to construct the bedding layer.Field tests were planned based on orthogonal experimental design to study the factors that would significantly affect the biocementation effect on site.The dynamic deformation modulus,calcium carbonate content and longterm ground stress variations were used to evaluate the bio-cementation effect and the long-term performance of the EICP-treated bedding layer.The laboratory test results showed that the optimal duration for the extraction of crude urease liquid is 1 h and the optimal usage of soybean husk powder in urease extraction solution is 100 g/L.The calcium carbonate production rate decreases significantly when the concentration of cementation solution exceeds 0.5 mol/L.The results of site trial showed that the number of EICP treatments has the most significant impact on the effectiveness of EICP treatment and the highest dynamic deformation modulus(Evd)of EICP-treated bedding layer reached 50.55 MPa.The area with better bio-cementation effect was found to take higher ground stress which validates that the EICP treatment could improve the bearing capacity of foundation by reinforcing the bedding layer.The field trial described and the analysis introduced in this paper can provide a practical basis for applying EICP technology to the reinforcement of bedding layer in poor ground conditions.展开更多
文摘为提升穿管敷设电缆载流量,建立了全尺寸的模拟载流量试验系统,通过理论和试验分析研究了低热阻系数回填材料对提升穿管敷设电缆载流量的作用。采用温升试验评估了10 k V三芯电缆在3×3排管群以及110 k V单芯电缆在单根穿管内采用低热阻系数回填前后载流量的变化。结果表明,可流动低热阻系数回填材料能有效改善穿管敷设电缆的载流量;与填充前相比,回填后3×3排管群敷设电缆的载流量提升了17.2%,单根穿管敷设电缆的载流量提升了14.5%,3×3穿管电缆群最热电缆外部热阻下降了23.4%,与IEC 60287标准的分析结果相符。低热阻材料能消除穿管内密闭空气对电缆散热的不良影响,有效提升电缆载流量。
基金The authors gratefully acknowledge the financial support of National Natural Science Foundation of China(Grant No.41972276)Natural Science Foundation of Fujian Province(Grant No.2020J06013)“Foal Eagle Program”Youth Top-notch Talent Project of Fujian Province,China(Grant No.00387088).
文摘A suitable bearing capacity of foundation is critical for the safety of civil structures.Sometimes foundation reinforcement is necessary and an effective and environmentally friendly method would be the preferred choice.In this study,the potential application of enzyme-induced carbonate precipitation(EICP)was investigated for reinforcing a 0.6 m bedding layer on top of clay to improve the bearing capacity of the foundation underneath an underground cable duct.Laboratory experiments were conducted to determine the optimal operational parameters for the extraction of crude urease liquid and optimal grain size range of sea sands to be used to construct the bedding layer.Field tests were planned based on orthogonal experimental design to study the factors that would significantly affect the biocementation effect on site.The dynamic deformation modulus,calcium carbonate content and longterm ground stress variations were used to evaluate the bio-cementation effect and the long-term performance of the EICP-treated bedding layer.The laboratory test results showed that the optimal duration for the extraction of crude urease liquid is 1 h and the optimal usage of soybean husk powder in urease extraction solution is 100 g/L.The calcium carbonate production rate decreases significantly when the concentration of cementation solution exceeds 0.5 mol/L.The results of site trial showed that the number of EICP treatments has the most significant impact on the effectiveness of EICP treatment and the highest dynamic deformation modulus(Evd)of EICP-treated bedding layer reached 50.55 MPa.The area with better bio-cementation effect was found to take higher ground stress which validates that the EICP treatment could improve the bearing capacity of foundation by reinforcing the bedding layer.The field trial described and the analysis introduced in this paper can provide a practical basis for applying EICP technology to the reinforcement of bedding layer in poor ground conditions.
