The mechanical properties of cemented paste backfill(CPB)determine its control effect on the goaf roof.In this study,the mechanical strength of polymer-modified cemented paste backfill(PCPB)samples was tested by uniax...The mechanical properties of cemented paste backfill(CPB)determine its control effect on the goaf roof.In this study,the mechanical strength of polymer-modified cemented paste backfill(PCPB)samples was tested by uniaxial compression tests,and the failure characteristics of PCPB under the compression were analyzed.Besides,acoustic emission(AE)technology was used to monitor and record the cracking process of the PCPB sample with a curing age of 28 d,and two AE indexes(rise angle and average frequency)were used to classify the failure modes of samples under different loading processes.The results show that waterborne epoxy resin can significantly enhance the mechanical strength of PCPB samples(when the mass ratio of polymer to powder material is 0.30,the strength of PCPB samples with a curing age of 28 d is increased by 102.6%);with the increase of polymer content,the mechanical strength of PCPB samples is improved significantly in the early and middle period of curing.Under uniaxial load,the macro cracks of PCPB samples are mostly generated along the axial direction,the main crack runs through the sample,and a large number of small cracks are distributed around the main crack.The AE response of PCPB samples during the whole loading process can be divided into four periods:quiet period,slow growth period,rapid growth period,and remission period,corresponding to the micro-pore compaction stage,elastic deformation stage,plastic deformation stage,and failure instability stage of the stress-strain curve.The AE events are mainly concentrated in the plastic deformation stage;both shear failure and tensile failure occur in the above four stages,while tensile failure is dominant for PCPB samples.This study provides a reference for the safety of coal pillar recovery in pillar goaf.展开更多
Cracks easily generate in concrete at early age owing to the shrinkage deformation.CaO-based expansion agent(CEA)and superabsorbent polymers(SAP)have been extensively used for the mitigation of concrete shrinkage.The ...Cracks easily generate in concrete at early age owing to the shrinkage deformation.CaO-based expansion agent(CEA)and superabsorbent polymers(SAP)have been extensively used for the mitigation of concrete shrinkage.The macroscopic properties of concrete are highly determined by the microstructure.In this study,the influence of CEA and SAP addition on the pore structure evolution of cement paste under different curing temperatures was evaluated via low-field nuclear magnetic resonance spectroscopy.Test results indicated that,in cement paste,a higher CEA content led to a higher porosity and a larger most probable pore diameter(MPPD).Meanwhile,SAP addition increased the porosity and MPPD of CEA cement paste at early age but decreased them after 7 d,and a higher SAP content always brought a higher porosity and MPPD.Furthermore,the addition of SAP led to a lower porosity and MPPD of CEA cement paste than that of plain cement paste after 14 d.Moreover,the porosity and MPPD of CEA cement paste decreased first and subsequently increased as the curing temperature raised.展开更多
以自制大分子单体聚乙二醇单甲醚丙烯酸酯(MPEGAA)、丙烯酸(AA)和自制丙烯酰氧乙基三甲基氯化铵(DAC)为原料,通过反相乳液聚合技术,制备了两性聚羧酸高聚物MPEGAA/AA/DAC.采用傅里叶红外光谱法(FTIR)、核磁共振碳谱(^(13) C NMR)方法对...以自制大分子单体聚乙二醇单甲醚丙烯酸酯(MPEGAA)、丙烯酸(AA)和自制丙烯酰氧乙基三甲基氯化铵(DAC)为原料,通过反相乳液聚合技术,制备了两性聚羧酸高聚物MPEGAA/AA/DAC.采用傅里叶红外光谱法(FTIR)、核磁共振碳谱(^(13) C NMR)方法对两性聚羧酸高聚物的结构和组成进行了表征,考察了反相乳液聚合条件对单体转化率及90min内水泥净浆流动度保持率的影响,并对添加了质量分数为0.20%两性聚羧酸高聚物MPEGAA/AA/DAC混凝土的性能进行了探讨.结果显示,当选用单体质量分数为40%,n(AA)/n(MPEGAA)=3,n(DAC)/n(MPEGAA)=0.5,占油相质量3.5%的Span-80/Tween-80为乳化剂,油水体积比V_o/V_w=0.45,占单体总质量1.5%的2,2′-偶氮二异丁腈(AIBN)为引发剂,引发温度为50℃,反应时间为6h时,制得的两性聚羧酸高聚物具有优越的保塑性能和较高的早期抗压强度性能.展开更多
基金supported by the National Natural Science Foundation of China (Nos.52022107,52174128,and 52104103)the Natural Science Foundation of Jiangsu Province (Nos.BK20190031 and BK20210499)+2 种基金the“Tianshan Innovation Team Plan”Project (No.2021D14016)the Xinjiang Key Research and Development Special Project (No.2022B03028-3)the Xinjiang Central Guidance Local Fund Project。
文摘The mechanical properties of cemented paste backfill(CPB)determine its control effect on the goaf roof.In this study,the mechanical strength of polymer-modified cemented paste backfill(PCPB)samples was tested by uniaxial compression tests,and the failure characteristics of PCPB under the compression were analyzed.Besides,acoustic emission(AE)technology was used to monitor and record the cracking process of the PCPB sample with a curing age of 28 d,and two AE indexes(rise angle and average frequency)were used to classify the failure modes of samples under different loading processes.The results show that waterborne epoxy resin can significantly enhance the mechanical strength of PCPB samples(when the mass ratio of polymer to powder material is 0.30,the strength of PCPB samples with a curing age of 28 d is increased by 102.6%);with the increase of polymer content,the mechanical strength of PCPB samples is improved significantly in the early and middle period of curing.Under uniaxial load,the macro cracks of PCPB samples are mostly generated along the axial direction,the main crack runs through the sample,and a large number of small cracks are distributed around the main crack.The AE response of PCPB samples during the whole loading process can be divided into four periods:quiet period,slow growth period,rapid growth period,and remission period,corresponding to the micro-pore compaction stage,elastic deformation stage,plastic deformation stage,and failure instability stage of the stress-strain curve.The AE events are mainly concentrated in the plastic deformation stage;both shear failure and tensile failure occur in the above four stages,while tensile failure is dominant for PCPB samples.This study provides a reference for the safety of coal pillar recovery in pillar goaf.
基金Projects(51878245,U1965105)supported by the National Natural Science Foundation of ChinaProject(2019GSF110006)supported by the Key Research and Development Program of Shandong Province,China+2 种基金Project(2020Z035)supported by the Ningbo 2025 Science and Technology Major Project,ChinaProject(KJ2017B01)supported by the Scientific Research Project of Department of Education of Anhui Province,ChinaProject(2019CEM001)supported by the State Key Laboratory of High Performance Civil Engineering Materials,China。
文摘Cracks easily generate in concrete at early age owing to the shrinkage deformation.CaO-based expansion agent(CEA)and superabsorbent polymers(SAP)have been extensively used for the mitigation of concrete shrinkage.The macroscopic properties of concrete are highly determined by the microstructure.In this study,the influence of CEA and SAP addition on the pore structure evolution of cement paste under different curing temperatures was evaluated via low-field nuclear magnetic resonance spectroscopy.Test results indicated that,in cement paste,a higher CEA content led to a higher porosity and a larger most probable pore diameter(MPPD).Meanwhile,SAP addition increased the porosity and MPPD of CEA cement paste at early age but decreased them after 7 d,and a higher SAP content always brought a higher porosity and MPPD.Furthermore,the addition of SAP led to a lower porosity and MPPD of CEA cement paste than that of plain cement paste after 14 d.Moreover,the porosity and MPPD of CEA cement paste decreased first and subsequently increased as the curing temperature raised.
文摘以自制大分子单体聚乙二醇单甲醚丙烯酸酯(MPEGAA)、丙烯酸(AA)和自制丙烯酰氧乙基三甲基氯化铵(DAC)为原料,通过反相乳液聚合技术,制备了两性聚羧酸高聚物MPEGAA/AA/DAC.采用傅里叶红外光谱法(FTIR)、核磁共振碳谱(^(13) C NMR)方法对两性聚羧酸高聚物的结构和组成进行了表征,考察了反相乳液聚合条件对单体转化率及90min内水泥净浆流动度保持率的影响,并对添加了质量分数为0.20%两性聚羧酸高聚物MPEGAA/AA/DAC混凝土的性能进行了探讨.结果显示,当选用单体质量分数为40%,n(AA)/n(MPEGAA)=3,n(DAC)/n(MPEGAA)=0.5,占油相质量3.5%的Span-80/Tween-80为乳化剂,油水体积比V_o/V_w=0.45,占单体总质量1.5%的2,2′-偶氮二异丁腈(AIBN)为引发剂,引发温度为50℃,反应时间为6h时,制得的两性聚羧酸高聚物具有优越的保塑性能和较高的早期抗压强度性能.
