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·1298 工程科学学报,第42卷,第10期 [15]Cao S,Yilmaz E,Song W D,et al.Loading rate effect on uniaxial [21]Yi X W,Ma G W,Fourie A.Compressive behavior of fiber- compressive strength behavior and acoustic emission properties of reinforced cemented paste backfill.Geotextiles Geomembranes, cemented tailings backfill.Construction Building Mater,2019, 2015,43(3):207 213:313 [22]Yang YY,Deng Y,Li X K.Uniaxial compression mechanical [16]WangJ,Song WD.Cao S,et al.Mechanical properties and failure properties and fracture characteristics of brucite fiber reinforced modes of stratified backfill under triaxial cyclic loading and cement-based composites.Compos Siruct,2019,212:148 unloading.IntJMin Sci Techmol,2019,29(5):809 [23]Li WC,Fall M.Strength and self-desiccation of slag-cemented [17]Wang J,Song W D,Tan YY,et al.Damage constitutive model paste backfill at early ages:Link to initial sulphate concentration. and strength criterion of horizontal stratified cemented backfill Cem Concr Compos,2018,89:160 Rock Soil Mech,2019,40(5):1731 [24]Cui T,He H X,Yan W M,et al.Uniaxial Compression (汪杰,宋卫东,谭玉叶,等.水平分层胶结充填体损伤本构模型 Constitutive Model of Hybrid Fiber Reinforced Concrete.J Beijing 及强度准则.岩土力学,2019,40(5):1731) Univ Technol,2019,45(10):967 [18]Xu W B.Cao Y.Liu B H.Strength efficiency evaluation of (崔涛,何浩样,闫维明,等.混杂纤维混凝土单轴受压本构模型 cemented tailings backfill with different stratified structures.Eng 北京工业大学学报,2019,45(10):967) Struct,,2019,180:18 [19]Zhang Y H,Wang X M,Wei C,et al.Dynamic mechanical [25]Xu W B,Cao P W.Tian MM.Strength development and properties and instability behavior of layered backfill under microstructure evolution of cemented tailing backfill containing intermediate strain rates.Trans Nonferrous Met Soc China,2017, different binder types and contents.Minerals,2018,8(4):167 27(7):1608 [26]Fu J X,Wang J,Song W D.Damage constitutive model and [20]Zhang A Q.Mechanical Property of Interbedded Filling Body and strength criterion of cemented paste backfill based on layered Its Effect on Stability of the Retaining Wall Dissertation].Beijing: effect considerations.J Mater Res Technol,2020,9(3):6073 University of Science and Technology Beijing,2019 [27]Liu Q S,Liu D F,Tian Y C,et al.Numerical simulation of stress (张爱卿.互层充填体力学特性及其对挡墙稳定性影响[学位论 strain behaviour of cemented paste backfill in triaxial compression 文].北京:北京科技大学,2019) Eng Geol,2017,231:165Cao S, Yilmaz E, Song W D, et al. Loading rate effect on uniaxial compressive strength behavior and acoustic emission properties of cemented  tailings  backfill. Construction Building Mater,  2019, 213: 313 [15] Wang J, Song W D, Cao S, et al. Mechanical properties and failure modes  of  stratified  backfill  under  triaxial  cyclic  loading  and unloading. Int J Min Sci Technol, 2019, 29(5): 809 [16] Wang  J,  Song  W  D,  Tan  Y  Y,  et  al.  Damage  constitutive  model and  strength  criterion  of  horizontal  stratified  cemented  backfill. Rock Soil Mech, 2019, 40(5): 1731 (汪杰, 宋卫东, 谭玉叶, 等. 水平分层胶结充填体损伤本构模型 及强度准则. 岩土力学, 2019, 40(5):1731) [17] Xu  W  B,  Cao  Y,  Liu  B  H.  Strength  efficiency  evaluation  of cemented  tailings  backfill  with  different  stratified  structures. Eng Struct, 2019, 180: 18 [18] Zhang  Y  H,  Wang  X  M,  Wei  C,  et  al.  Dynamic  mechanical properties  and  instability  behavior  of  layered  backfill  under intermediate strain rates. Trans Nonferrous Met Soc China, 2017, 27(7): 1608 [19] Zhang A Q. Mechanical Property of Interbedded Filling Body and Its Effect on Stability of the Retaining Wall[Dissertation]. Beijing: University of Science and Technology Beijing, 2019 (张爱卿. 互层充填体力学特性及其对挡墙稳定性影响[学位论 文]. 北京: 北京科技大学, 2019) [20] Yi  X  W,  Ma  G  W,  Fourie  A.  Compressive  behavior  of  fiber￾reinforced  cemented  paste  backfill. Geotextiles Geomembranes, 2015, 43(3): 207 [21] Yang  Y  Y,  Deng  Y,  Li  X  K.  Uniaxial  compression  mechanical properties  and  fracture  characteristics  of  brucite  fiber  reinforced cement-based composites. Compos Struct, 2019, 212: 148 [22] Li  W  C,  Fall  M.  Strength  and  self-desiccation  of  slag-cemented paste backfill at early ages: Link to initial sulphate concentration. Cem Concr Compos, 2018, 89: 160 [23] Cui  T,  He  H  X,  Yan  W  M,  et  al.  Uniaxial  Compression Constitutive Model of Hybrid Fiber Reinforced Concrete. J Beijing Univ Technol, 2019, 45(10): 967 (崔涛, 何浩祥, 闫维明, 等. 混杂纤维混凝土单轴受压本构模型. 北京工业大学学报, 2019, 45(10):967) [24] Xu  W  B,  Cao  P  W,  Tian  M  M.  Strength  development  and microstructure  evolution  of  cemented  tailing  backfill  containing different binder types and contents. Minerals, 2018, 8(4): 167 [25] Fu  J  X,  Wang  J,  Song  W  D.  Damage  constitutive  model  and strength  criterion  of  cemented  paste  backfill  based  on  layered effect considerations. J Mater Res Technol, 2020, 9(3): 6073 [26] Liu Q S, Liu D F, Tian Y C, et al. Numerical simulation of stress￾strain behaviour of cemented paste backfill in triaxial compression. Eng Geol, 2017, 231: 165 [27] · 1298 · 工程科学学报,第 42 卷,第 10 期
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