Article(id=1322164917457764391, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322164760943116291, articleNumber=null, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1733328000000, receivedDateStr=2024-12-05, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793158280957, onlineDateStr=2026-10-28, pubDate=1766592000000, pubDateStr=2025-12-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793158280957, onlineIssueDateStr=2026-10-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793158280957, creator=13701087609, updateTime=1793158280957, updator=13701087609, issue=Issue{id=1322164760943116291, tenantId=1146029695717560320, journalId=1225396423026438145, year='2025', volume='45', issue='12', pageStart='1', pageEnd='302', issueExtLink='null', onlineDate='null', pubDate='1766592000000', pubDateStr='2025-12-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793158243641, creator='13701087609', updateTime=1793158929367, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322167637195477357, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322164760943116291, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322167637199671662, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322164760943116291, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=73, endPage=82, ext={EN=ArticleExt(id=1322164917654896680, articleId=1322164917457764391, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Study on Optimization of Pumping Filling Paste in Datun Tin Mine, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=
Aiming at the problems of short pumping distance and easy plugging of gravel filling slurry in Datun Tin Mine, it was proposed to add copper slag tailings fine material to the gravel to improve the aggregate gradation, and the gravel-copper slag tailings mixture ratio test was carried out. It was concluded that when the proportion of gravel mass reached 60％, the packing density of mixed aggregate reached the maximum value. Further, through the strength test of backfill, rheological test, high concentration and high flow state test, the mix ratio of gravel-copper slag tailings paste was determined, which meets the strength requirement of filling body, no segregation of paste and self-leveling. Based on the actual filling situation of 32# stope in Datun Tin Mine, the numerical simulation method was used to analyze the change law of pipeline resistance of gravel-copper slag tailings paste. The results show that the optimal mix ratio of gravel-copper slag tailings paste is gravel∶ copper slag tailings ＝ 6∶4, and the cement dosage are 270 kg/m3 (mass concentration 82％－83％), 240 kg/m3 (mass concentration 83％－84％), 210 kg/m3 (mass concentration 83％－84％), 180 kg/m3 (mass concentration 83％－85％), respectively. The resistance loss of gravel-copper slag tailings paste along the horizontal pipeline is 6 105.76－6 525.11 Pa/m, and the limit pumping horizontal distance is 2 298.81－2 456.70 m. The paste was used for industrial filling with a mix proportion of gravel∶ copper slag tailings ＝ 6∶4, a cement dosage of 240 kg/m3, and a mass concentration of 83％. Compared with the original filling process with multi-stage pumping, the paste with this mix ratio can meet the filling demand only under the condition of single pump, and the single pump conveying distance (2 052 m) is less than the limit pumping horizontal distance, allowing for surplus power at the outlet, which verifies the effectiveness of the optimal mix ratio.
, authors=Sichao SU, Jun WANG, Tianyu YANG, authorsList=Sichao SU, Jun WANG, Tianyu YANG, authorCompany=null, correspAuthors=Jun WANG, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1322164922444791877, articleId=1322164917457764391, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=大屯锡矿泵送充填膏体优化研究, columnId=1226462294490657775, journalTitle=矿业研究与开发, columnName=采矿与矿山充填, runingTitle=null, highlight=null, articleAbstract=
针对大屯锡矿碎石充填料浆泵送距离短、易堵管的问题，提出在碎石中添加铜渣尾砂细料，以改善骨料级配，并开展了碎石–铜渣尾砂配合比试验，得出碎石质量占比达到60％时，混合骨料的堆积密实度达到最大值。进一步通过充填体强度试验、流变试验、高浓度与高流态试验，确定了满足充填体强度要求、膏体不离析、可自流平的碎石–铜渣尾砂膏体配合比。基于大屯锡矿32#采场实际充填情况，采用数值模拟方法分析碎石–铜渣尾砂膏体管输阻力变化规律。结果表明：碎石–铜渣尾砂膏体的最优配合比为碎石∶铜渣尾砂＝6∶4，水泥用量分别为270 kg/m3（质量浓度为82％~83％）、240 kg/m3（质量浓度为83％~84％）、210 kg/m3（质量浓度为83％~84％）、180 kg/m3（质量浓度为83％~85％）；碎石–铜渣尾砂膏体沿水平管道的阻力损失为6 105.76~6 525.11 Pa/m，极限泵送水平距离为2 298.81~2 456.70 m。采用碎石∶铜渣尾砂＝6∶4、水泥用量为240 kg/m3、质量浓度为83％的膏体进行工业充填，相较于采用多级泵送的原充填工艺，该配合比膏体仅需在单泵条件下即可满足充填需求，且单泵输送距离（2 052 m）小于极限泵送水平距离，可在出口处留有富余动力，验证了该最优配合比的有效性。
, authors=苏思超, 王俊, 杨天雨, authorsList=苏思超, 王俊, 杨天雨, authorCompany=null, correspAuthors=王俊, authorNote=
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苏思超（1999—），男，山西晋城人，硕士研究生，研究方向为现代充填理论及工艺。E-mail：su-si-chao-99@qq.com
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苏思超（1999—），男，山西晋城人，硕士研究生，研究方向为现代充填理论及工艺。E-mail：su-si-chao-99@qq.com
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Science and Technology, Kunming, Yunnan 650093, China), AuthorCompanyExt(id=1322164922675478600, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, companyId=1322164922662895686, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=昆明理工大学 国土资源工程学院，云南 昆明 650093)])])], keywords=[Keyword(id=1322164925288530008, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, orderNo=1, keyword=Paste filling), Keyword(id=1322164925355638873, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, orderNo=2, keyword=Gravel), Keyword(id=1322164925418553434, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, orderNo=3, keyword=Copper slag tailings), Keyword(id=1322164925523411035, tenantId=1146029695717560320, journalId=1225396423026438145, 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Results of leaching toxicity test of copper slag tailings, figureFileSmall=dQhwy5mfzqluiLu9xYLdpg==, figureFileBig=gaNijlLJ3NpDhzOVSBeCrg==, tableContent=null), ArticleFig(id=1322164926391631971, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=图1, caption=
铜渣尾砂浸出毒性试验结果, figureFileSmall=dQhwy5mfzqluiLu9xYLdpg==, figureFileBig=gaNijlLJ3NpDhzOVSBeCrg==, tableContent=null), ArticleFig(id=1322164926630707300, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Fig.2, caption=
Particle size distribution of materials, figureFileSmall=cwsk+vLs50nv9+gSvXHC1Q==, figureFileBig=RhF5dQ8tT5YPNcnISxaCfw==, tableContent=null), ArticleFig(id=1322164926710399077, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=图2, caption=
物料粒径分布, figureFileSmall=cwsk+vLs50nv9+gSvXHC1Q==, figureFileBig=RhF5dQ8tT5YPNcnISxaCfw==, tableContent=null), ArticleFig(id=1322164926777507942, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Fig.3, caption=
Relationship between mass proportion of crushed stone and compactness, figureFileSmall=wftMi0DLSZukyY6GO70e3Q==, figureFileBig=lxBZMMEHLJUu4I3bTRTYFA==, tableContent=null), ArticleFig(id=1322164926936891495, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=图3, caption=
碎石质量占比与密实度的关系, figureFileSmall=wftMi0DLSZukyY6GO70e3Q==, figureFileBig=lxBZMMEHLJUu4I3bTRTYFA==, tableContent=null), ArticleFig(id=1322164927008194664, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Fig.4, caption=
Test results of strength of backfill, figureFileSmall=RjIrY2AZNCKJLxhGcUEmjA==, figureFileBig=ETb3DIU5jDItEZQYUdEfSw==, tableContent=null), ArticleFig(id=1322164927083692137, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=图4, caption=
充填体强度测试结果, figureFileSmall=RjIrY2AZNCKJLxhGcUEmjA==, figureFileBig=ETb3DIU5jDItEZQYUdEfSw==, tableContent=null), ArticleFig(id=1322164927163383914, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Fig.5, caption=
Multi-factor influence relationship of backfill strength, figureFileSmall=5PfJUkDyQ6DBw3sope/+lw==, figureFileBig=R39qMqH0pOTzVYR9CkVUgw==, tableContent=null), ArticleFig(id=1322164927255658603, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=图5, caption=
充填体强度多因素影响关系, figureFileSmall=5PfJUkDyQ6DBw3sope/+lw==, figureFileBig=R39qMqH0pOTzVYR9CkVUgw==, tableContent=null), ArticleFig(id=1322164927368904812, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Fig.6, caption=
Rheological curves of gravel-copper slag tailing paste, figureFileSmall=9k735dy8NpC2ABgu9kmYOg==, figureFileBig=2HshahHyNjExMaYsviK3Dw==, tableContent=null), ArticleFig(id=1322164929075986541, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=图6, caption=
碎石–铜渣尾砂膏体流变曲线, figureFileSmall=9k735dy8NpC2ABgu9kmYOg==, figureFileBig=2HshahHyNjExMaYsviK3Dw==, tableContent=null), ArticleFig(id=1322164929193427054, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Fig.7, caption=
Variation characteristics of rheological parameters of slurry, figureFileSmall=SoXr33HArFV9FrohOn7i4w==, figureFileBig=P6UCUnfGMB61UqqiNqOYGA==, tableContent=null), ArticleFig(id=1322164929298284655, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=图7, caption=
料浆流变参数变化特性, figureFileSmall=SoXr33HArFV9FrohOn7i4w==, figureFileBig=P6UCUnfGMB61UqqiNqOYGA==, tableContent=null), ArticleFig(id=1322164929369587824, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Fig.8, caption=
Geometry model of pipeline, figureFileSmall=n7bSP9sBDGj9ya1785e34w==, figureFileBig=jWCDxkCsm/giIXLtUEYKmA==, tableContent=null), ArticleFig(id=1322164929440890993, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=图8, caption=
管线几何模型, figureFileSmall=n7bSP9sBDGj9ya1785e34w==, figureFileBig=jWCDxkCsm/giIXLtUEYKmA==, tableContent=null), ArticleFig(id=1322164929524777074, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Fig.9, caption=
Boundary layer grid of pipeline, figureFileSmall=L5NmgQ+lw2m63aGKqVvRIw==, figureFileBig=XdnVRaHc811SIQvQIZQI4A==, tableContent=null), ArticleFig(id=1322164929591885939, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=图9, caption=
管道边界层网格, figureFileSmall=L5NmgQ+lw2m63aGKqVvRIw==, figureFileBig=XdnVRaHc811SIQvQIZQI4A==, tableContent=null), ArticleFig(id=1322164929684160628, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Fig.10, caption=
Pipeline surface grid, figureFileSmall=865GZmHBgWPxlI7zHkkcJw==, figureFileBig=Ojkra5ENZ6i3TSl3/iKlug==, tableContent=null), ArticleFig(id=1322164929776435317, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=图10, caption=
管道面网格, figureFileSmall=865GZmHBgWPxlI7zHkkcJw==, figureFileBig=Ojkra5ENZ6i3TSl3/iKlug==, tableContent=null), ArticleFig(id=1322164929872904310, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Fig.11, caption=
Velocity and pressure cloud diagrams at each part of pipeline, figureFileSmall=dsxd18FkNZYrkHvcg2z++Q==, figureFileBig=zWeTX/h1/fQB0CCsJWT7ag==, tableContent=null), ArticleFig(id=1322164929948401783, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=图11, caption=
管道各处速度及压力云图, figureFileSmall=dsxd18FkNZYrkHvcg2z++Q==, figureFileBig=zWeTX/h1/fQB0CCsJWT7ag==, tableContent=null), ArticleFig(id=1322164930023899256, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Table 1, caption=
Basic physical parameters of crushed stone and copper slag tailings
, figureFileSmall=null, figureFileBig=null, tableContent=
| 试验材料 | 密度/（kg•m－3） | 松散密度/（kg•m－3） | 孔隙率 | 堆积密实度 |
|---|
| 碎石 | 2 754 | 1 652 | 0.398 | 0.602 |
| 铜渣尾砂 | 3 745 | 1 849 | 0.506 | 0.494 |
), ArticleFig(id=1322164930107785337, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=表1, caption=
碎石与铜渣尾砂基本物理参数
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| 试验材料 | 密度/（kg•m－3） | 松散密度/（kg•m－3） | 孔隙率 | 堆积密实度 |
|---|
| 碎石 | 2 754 | 1 652 | 0.398 | 0.602 |
| 铜渣尾砂 | 3 745 | 1 849 | 0.506 | 0.494 |
), ArticleFig(id=1322164930179088506, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Table 2, caption=
Strength test schemes
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| 石渣比 | 水泥用量/（kg•m－3） | 质量浓度/％ | 强度指标/MPa |
|---|
| 6:4 | 150,180,210,240,270 | 81,82,83,84,85,86 | R3,R7,R28 |
), ArticleFig(id=1322164930279751803, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=表2, caption=
强度试验方案
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| 石渣比 | 水泥用量/（kg•m－3） | 质量浓度/％ | 强度指标/MPa |
|---|
| 6:4 | 150,180,210,240,270 | 81,82,83,84,85,86 | R3,R7,R28 |
), ArticleFig(id=1322164930338472060, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Table 3, caption=
Test results of flow pattern of gravel-copper slag tailings
, figureFileSmall=null, figureFileBig=null, tableContent=
| 质量浓度/％ | 水泥用量/（kg•m－3） | 坍落度/mm | 扩展度/mm |
|---|
| 81 | 180 | 轻度离析，少量泌水，表面泌水高度小于3 mm |
| 81 | 210 |
| 81 | 240 |
| 81 | 270 |
| 82 | 180 |
| 82 | 210 |
| 82 | 240 |
| 82 | 270 | 275 | 760 |
| 83 | 150 | 283 | 830 |
| 83 | 180 | 279 | 820 |
| 83 | 210 | 276 | 760 |
| 83 | 240 | 276 | 660 |
| 83 | 270 | 270 | 630 |
| 84 | 150 | 276 | 670 |
| 84 | 180 | 273 | 670 |
| 84 | 210 | 270 | 650 |
| 84 | 240 | 270 | 620 |
| 84 | 270 | 250 | 500 |
| 85 | 150 | 270 | 610 |
| 85 | 180 | 265 | 600 |
| 85 | 210 | 260 | 540 |
| 85 | 240 | 260 | 500 |
| 85 | 270 | 240 | 360 |
| 86 | 150 | 255 | 480 |
| 86 | 180 | 250 | 440 |
| 86 | 210 | 245 | 380 |
| 86 | 240 | 245 | 360 |
| 86 | 270 | 220 | 300 |
), ArticleFig(id=1322164930413969533, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=表3, caption=
碎石–铜渣尾砂流态试验结果
, figureFileSmall=null, figureFileBig=null, tableContent=
| 质量浓度/％ | 水泥用量/（kg•m－3） | 坍落度/mm | 扩展度/mm |
|---|
| 81 | 180 | 轻度离析，少量泌水，表面泌水高度小于3 mm |
| 81 | 210 |
| 81 | 240 |
| 81 | 270 |
| 82 | 180 |
| 82 | 210 |
| 82 | 240 |
| 82 | 270 | 275 | 760 |
| 83 | 150 | 283 | 830 |
| 83 | 180 | 279 | 820 |
| 83 | 210 | 276 | 760 |
| 83 | 240 | 276 | 660 |
| 83 | 270 | 270 | 630 |
| 84 | 150 | 276 | 670 |
| 84 | 180 | 273 | 670 |
| 84 | 210 | 270 | 650 |
| 84 | 240 | 270 | 620 |
| 84 | 270 | 250 | 500 |
| 85 | 150 | 270 | 610 |
| 85 | 180 | 265 | 600 |
| 85 | 210 | 260 | 540 |
| 85 | 240 | 260 | 500 |
| 85 | 270 | 240 | 360 |
| 86 | 150 | 255 | 480 |
| 86 | 180 | 250 | 440 |
| 86 | 210 | 245 | 380 |
| 86 | 240 | 245 | 360 |
| 86 | 270 | 220 | 300 |
), ArticleFig(id=1322164930502049918, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Table 4, caption=
Mixture ratio of gravel-copper slag tailings with high concentration and high flow state
, figureFileSmall=null, figureFileBig=null, tableContent=
| 石渣比 | 水泥用量/（kg•m－3） | 质量浓度/％ |
|---|
| 6∶4 | 270 | 82~83 |
| 240 | 83~84 |
| 210 | 83~84 |
| 180 | 83~85 |
), ArticleFig(id=1322164930573353087, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=表4, caption=
碎石–铜渣尾砂高浓度、高流态配合比
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| 石渣比 | 水泥用量/（kg•m－3） | 质量浓度/％ |
|---|
| 6∶4 | 270 | 82~83 |
| 240 | 83~84 |
| 210 | 83~84 |
| 180 | 83~85 |
), ArticleFig(id=1322164930682404992, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Table 5, caption=
Simulation schemes of pipeline transportation
, figureFileSmall=null, figureFileBig=null, tableContent=
| 编号 | 质量浓度/％ | 水泥用量/（kg/m3） | 管径/mm | 流速/（m/s） | 屈服应力/Pa | 黏度/（Pa•s） |
|---|
| A1 | 82 | 270 | 100 | 0.71 | 32.96 | 0.135 |
| A2 | 83 | 270 | 100 | 0.71 | 35.66 | 0.143 |
| A3 | 83 | 240 | 100 | 0.71 | 34.15 | 0.128 |
| A4 | 84 | 240 | 100 | 0.71 | 49.85 | 0.179 |
| A5 | 83 | 210 | 100 | 0.71 | 33.63 | 0.121 |
| A6 | 84 | 210 | 100 | 0.71 | 45.12 | 0.144 |
| A7 | 83 | 180 | 100 | 0.71 | 32.00 | 0.066 |
| A8 | 84 | 180 | 100 | 0.71 | 38.15 | 0.100 |
| A9 | 85 | 180 | 100 | 0.71 | 48.70 | 0.144 |
), ArticleFig(id=1322164930770485377, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=表5, caption=
管输模拟方案
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| 编号 | 质量浓度/％ | 水泥用量/（kg/m3） | 管径/mm | 流速/（m/s） | 屈服应力/Pa | 黏度/（Pa•s） |
|---|
| A1 | 82 | 270 | 100 | 0.71 | 32.96 | 0.135 |
| A2 | 83 | 270 | 100 | 0.71 | 35.66 | 0.143 |
| A3 | 83 | 240 | 100 | 0.71 | 34.15 | 0.128 |
| A4 | 84 | 240 | 100 | 0.71 | 49.85 | 0.179 |
| A5 | 83 | 210 | 100 | 0.71 | 33.63 | 0.121 |
| A6 | 84 | 210 | 100 | 0.71 | 45.12 | 0.144 |
| A7 | 83 | 180 | 100 | 0.71 | 32.00 | 0.066 |
| A8 | 84 | 180 | 100 | 0.71 | 38.15 | 0.100 |
| A9 | 85 | 180 | 100 | 0.71 | 48.70 | 0.144 |
), ArticleFig(id=1322164930908897410, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=EN, label=Table 6, caption=
Resistance loss and limit pumping distance of gravel-copper slag tailings paste along horizontal pipeline
, figureFileSmall=null, figureFileBig=null, tableContent=
| 编号 | 质量浓度/％ | 水泥用量/（kg/m3） | 流速/（m/s） | 屈服应力/Pa | 黏度/（Pa•s） | 沿程阻损失/（Pa/m） | 极限泵送水平距离/m |
|---|
| A1 | 82 | 270 | 0.71 | 32.96 | 0.135 | 6 237.62 | 2 404.76 |
| A2 | 83 | 270 | 0.71 | 35.66 | 0.143 | 6 263.26 | 2 394.92 |
| A3 | 83 | 240 | 0.71 | 34.15 | 0.128 | 6 255.72 | 2 397.81 |
| A4 | 84 | 240 | 0.71 | 49.85 | 0.179 | 6 525.11 | 2 298.81 |
| A5 | 83 | 210 | 0.71 | 33.63 | 0.121 | 6 230.54 | 2 407.49 |
| A6 | 84 | 210 | 0.71 | 45.12 | 0.144 | 6 443.93 | 2 327.77 |
| A7 | 83 | 180 | 0.71 | 32.00 | 0.066 | 6 105.76 | 2 456.70 |
| A8 | 84 | 180 | 0.71 | 38.15 | 0.100 | 6 324.05 | 2 371.90 |
| A9 | 85 | 180 | 0.71 | 48.70 | 0.144 | 6 510.08 | 2 304.12 |
), ArticleFig(id=1322164930976006275, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322164917457764391, language=CN, label=表6, caption=
碎石–铜渣尾砂膏体沿水平管道的阻力损失及极限泵送距离
, figureFileSmall=null, figureFileBig=null, tableContent=
| 编号 | 质量浓度/％ | 水泥用量/（kg/m3） | 流速/（m/s） | 屈服应力/Pa | 黏度/（Pa•s） | 沿程阻损失/（Pa/m） | 极限泵送水平距离/m |
|---|
| A1 | 82 | 270 | 0.71 | 32.96 | 0.135 | 6 237.62 | 2 404.76 |
| A2 | 83 | 270 | 0.71 | 35.66 | 0.143 | 6 263.26 | 2 394.92 |
| A3 | 83 | 240 | 0.71 | 34.15 | 0.128 | 6 255.72 | 2 397.81 |
| A4 | 84 | 240 | 0.71 | 49.85 | 0.179 | 6 525.11 | 2 298.81 |
| A5 | 83 | 210 | 0.71 | 33.63 | 0.121 | 6 230.54 | 2 407.49 |
| A6 | 84 | 210 | 0.71 | 45.12 | 0.144 | 6 443.93 | 2 327.77 |
| A7 | 83 | 180 | 0.71 | 32.00 | 0.066 | 6 105.76 | 2 456.70 |
| A8 | 84 | 180 | 0.71 | 38.15 | 0.100 | 6 324.05 | 2 371.90 |
| A9 | 85 | 180 | 0.71 | 48.70 | 0.144 | 6 510.08 | 2 304.12 |
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