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374 工程科学学报,第43卷,第3期 Bulgarian Chemical Communications,2017,49(1):228 [21]Wang Z,Feyen J,Nielsen D R,et al.Two-phase flow infiltration [10]Morel-Seytoux H J.Infiltration affected by air,seal,crust,ice and equations accounting for air entrapment effects.Water Resour Res. various sources of heterogeneityl/Proceedings of ASAE Nationa 1997,33(12):2759 Conference on Advances in Infiltration.Chicago,1983:132 [22]Han T C,Ma S G,Xu R Q.Research on delayed effect of [11]Grismer M E,Orang M N,Clausnitzer V,et al.Effects of air landslides caused by air pressure under heavy rainfall.Rock Soil compression and counterflow on infiltration into soils.J Irrigar Mech,2013.,34(5):1360 Drainage Eng,1994,120(4):775 (韩同春,马世国,徐日庆.强降雨条件下气压对滑坡延时效应 [12]Weir G J,Kissling W M.The influence of airflow on the vertical 研究.岩土力学,2013,34(5):1360) infiltration of water into soil.Water Resour Res,1992,28(10): [23]Regmi R K,Lee G,Jung K.Analysis on failure of slope and 2765 landslide dam.KSCEJ Civil Eng,2013,17(5):1166 [13]Latifi H,Prasad S N,Helweg O J.Air entrapment and water [24]Wang J C,Yu J L,Gong X N,et al.Research on effect of closed infiltration in two-layered soil column.J Irrigat Drainage Eng air pressure on slope stability under intense rainfall.Rock Soil 1994,120(5):871 Mech,2014,35(11):3157 [14]Hammecker C,Antonino A C D,Maeght J L,et al.Experimental (王继成,俞建霖,龚晓南,等.大降雨条件下气压力对边坡稳定 and numerical study of water flow in soil under irrigation in 的影响研究.岩土力学,2014,35(11):3157) Northern Senegal:Evidence of air entrapment.Eur J Soil Sci, [25]Zhang X Y,Zhu Y M,Fang C H.The role fore air flow in soil 2003,54(3):491 slope stability analysis.J Hydrodyn Ser B,2009,21(5):640 [15]Sun D M,Zhu Y M,Zhang M J.Study on numerical model for [26]He J.The Moisture Response and Landslide Stability Analysis water-air two-phase flow in unsaturated soil.Chin Geotech Eng Under the Condition of Rainfall Infiltration [Dissertation].Beijing: 2007,29(4):560 China University of Geosciences(Beijing),2018 (孙冬梅,朱岳明,张明进.非饱和带水-气二相流数值模拟研究 (何健.降雨人渗条件下的水气响应及边坡稳定性分析学位论 岩土工程学报,2007,29(4):560) 文].北京:中国地质大学(北京),2018) [16]Sun D M,Zhu Y M,Zhang M J,et al.Analysis of rainfall [27]AiXT,Wang GJ,Zhang C,et al.Research on the stability of high infiltration process considering influence of pore air pressure.Rock dump with wide graded waste rock.Rock Soil Mechanics,2020, Soil Mech,2008,29(9:2307 41(11):3777 (孙冬梅,朱岳明,张明进,等.考虑气相影响的降雨入渗过程分 (艾啸韬,王光进,张超,等宽级配废石的高排土场稳定性研究. 析研究.岩土力学,2008,29(9):2307) 岩土力学,2020,41(11):3777) [17]Sun D M.Feng P,Zhang M J.Refined analysis of stability of [28]Wang G J,Kong X Y,Yang C H.Research on the representation unsaturated soil slope due to rainfall infiltration considering the of granular vertical size grading and numerical simulation method effect of gas phase.J Tianjin Univ,2009,42(9):777 with the typical waste rock site.Teh Vjesn,2015,22(3):677 (孙冬梅,冯平,张明进.考虑气相作用的降雨入渗对非饱和土 [29]Cao Y H,Li Y.Test verification and modification of Mohr- 坡稳定性的影响.天津大学学报,2009,42(9):777) Coulomb criterion.J Cent South Univ (Sci Technol),2020,51(2): [18]Li Y N,Lv H X,Lin X C.Regularities of air pressure changes in 399 soil infiltration.Acta Univ Agric Boreali-occidentalis,1995 (曹艺辉,李轴.Mohr-Coulombi准则的试验验证与修正.中南大 23(6):72 学学报(自然科学版),2020,51(2):399) (李援农,吕宏兴,林性粹.土壤入渗过程中空气压力变化规律 [30]Wang G J,Yang C H,Zhang C,et al.Research on particle size 的研究.西北农业大学学报,1995,23(6):72) grading and slope stability analysis of super-high dumping site 19]Li Y N.Liu S B.Changes of two soil phases in the process of Rock Soil Mech,2011,32(3):905 infiltration.J Northwest Sci-tech Uniy Agric Forest (Nat Sci Ed), (王光进,杨春和,张超,等.超高排土场的粒径分级及其边坡稳 2002,30(6):177 定性分析研究.岩土力学,2011,32(3):905) (李援农,刘书榜.土壤人渗气液两相流的变化过程.西北农林 [31]HanL,Shu JS.Shang T.et al.Experiment study on the physical 科技大学学报(自然科学版),2002,30(6):177) and mechanical parameters of soft rock remolding in waste dump. [20]Li Y N,Fei L J.Green-Ampt model for unsaturated infiltration J Min Saf Eng,2019,36(4:820 affected by air pressure entrapped in soil.J Hydraul Eng,2005. (韩流,舒继森,尚涛,等.排土场散体软岩重塑物理力学参数研 36(6):733 究.采矿与安全工程学报,2019,36(4):820) (李援农,费良军.土壤空气压力影响下的非饱和人渗格林-安姆 [32]Wang G J,Tian S,Hu B,et al.Evolution pattern of tailings flow 特模型.水利学报,2005,36(6):733) from dam failure and the buffering effect of debris blocking dams.Bulgarian Chemical Communications, 2017, 49(1): 228 Morel-Seytoux H J. Infiltration affected by air, seal, crust, ice and various  sources  of  heterogeneity//Proceedings of ASAE National Conference on Advances in Infiltration. Chicago, 1983: 132 [10] Grismer  M  E,  Orang  M  N,  Clausnitzer  V,  et  al.  Effects  of  air compression  and  counterflow  on  infiltration  into  soils. J Irrigat Drainage Eng, 1994, 120(4): 775 [11] Weir G J, Kissling W M. The influence of airflow on the vertical infiltration  of  water  into  soil. Water Resour Res,  1992,  28(10): 2765 [12] Latifi  H,  Prasad  S  N,  Helweg  O  J.  Air  entrapment  and  water infiltration  in  two-layered  soil  column. J Irrigat Drainage Eng, 1994, 120(5): 871 [13] Hammecker C, Antonino A C D, Maeght J L, et al. Experimental and  numerical  study  of  water  flow  in  soil  under  irrigation  in Northern  Senegal:  Evidence  of  air  entrapment. Eur J Soil Sci, 2003, 54(3): 491 [14] Sun  D  M,  Zhu  Y  M,  Zhang  M  J.  Study  on  numerical  model  for water–air two-phase flow in unsaturated soil. Chin J Geotech Eng, 2007, 29(4): 560 (孙冬梅, 朱岳明, 张明进. 非饱和带水–气二相流数值模拟研究. 岩土工程学报, 2007, 29(4):560) [15] Sun  D  M,  Zhu  Y  M,  Zhang  M  J,  et  al.  Analysis  of  rainfall infiltration process considering influence of pore air pressure. Rock Soil Mech, 2008, 29(9): 2307 (孙冬梅, 朱岳明, 张明进, 等. 考虑气相影响的降雨入渗过程分 析研究. 岩土力学, 2008, 29(9):2307) [16] Sun  D  M,  Feng  P,  Zhang  M  J.  Refined  analysis  of  stability  of unsaturated  soil  slope  due  to  rainfall  infiltration  considering  the effect of gas phase. J Tianjin Univ, 2009, 42(9): 777 (孙冬梅, 冯平, 张明进. 考虑气相作用的降雨入渗对非饱和土 坡稳定性的影响. 天津大学学报, 2009, 42(9):777) [17] Li Y N, Lv H X, Lin X C. Regularities of air pressure changes in soil  infiltration. Acta Univ Agric Boreali-occidentalis,  1995, 23(6): 72 (李援农, 吕宏兴, 林性粹. 土壤入渗过程中空气压力变化规律 的研究. 西北农业大学学报, 1995, 23(6):72) [18] Li  Y  N,  Liu  S  B.  Changes  of  two  soil  phases  in  the  process  of infiltration. J Northwest Sci-tech Univ Agric Forest (Nat Sci Ed), 2002, 30(6): 177 (李援农, 刘书榜. 土壤入渗气液两相流的变化过程. 西北农林 科技大学学报(自然科学版), 2002, 30(6):177) [19] Li  Y  N,  Fei  L  J.  Green-Ampt  model  for  unsaturated  infiltration affected  by  air  pressure  entrapped  in  soil. J Hydraul Eng,  2005, 36(6): 733 (李援农, 费良军. 土壤空气压力影响下的非饱和入渗格林-安姆 特模型. 水利学报, 2005, 36(6):733) [20] Wang Z, Feyen J, Nielsen D R, et al. Two-phase flow infiltration equations accounting for air entrapment effects. Water Resour Res, 1997, 33(12): 2759 [21] Han  T  C,  Ma  S  G,  Xu  R  Q.  Research  on  delayed  effect  of landslides  caused  by  air  pressure  under  heavy  rainfall. Rock Soil Mech, 2013, 34(5): 1360 (韩同春, 马世国, 徐日庆. 强降雨条件下气压对滑坡延时效应 研究. 岩土力学, 2013, 34(5):1360) [22] Regmi  R  K,  Lee  G,  Jung  K.  Analysis  on  failure  of  slope  and landslide dam. KSCE J Civil Eng, 2013, 17(5): 1166 [23] Wang J C, Yu J L, Gong X N, et al. Research on effect of closed air  pressure  on  slope  stability  under  intense  rainfall. Rock Soil Mech, 2014, 35(11): 3157 (王继成, 俞建霖, 龚晓南, 等. 大降雨条件下气压力对边坡稳定 的影响研究. 岩土力学, 2014, 35(11):3157) [24] Zhang  X  Y,  Zhu  Y  M,  Fang  C  H.  The  role  fore  air  flow  in  soil slope stability analysis. J Hydrodyn Ser B, 2009, 21(5): 640 [25] He  J. The Moisture Response and Landslide Stability Analysis Under the Condition of Rainfall Infiltration [Dissertation]. Beijing: China University of Geosciences (Beijing), 2018 (何健. 降雨入渗条件下的水气响应及边坡稳定性分析[学位论 文]. 北京: 中国地质大学(北京), 2018) [26] Ai X T, Wang G J, Zhang C, et al. Research on the stability of high dump  with  wide  graded  waste  rock. Rock Soil Mechanics,  2020, 41(11): 3777 (艾啸韬, 王光进, 张超, 等. 宽级配废石的高排土场稳定性研究. 岩土力学, 2020, 41(11):3777) [27] Wang G J, Kong X Y, Yang C H. Research on the representation of granular vertical size grading and numerical simulation method with the typical waste rock site. Teh Vjesn, 2015, 22(3): 677 [28] Cao  Y  H,  Li  Y.  Test  verification  and  modification  of  Mohr￾Coulomb criterion. J Cent South Univ (Sci Technol), 2020, 51(2): 399 (曹艺辉, 李铀. Mohr-Coulomb准则的试验验证与修正. 中南大 学学报 (自然科学版), 2020, 51(2):399) [29] Wang  G  J,  Yang  C  H,  Zhang  C,  et  al.  Research  on  particle  size grading  and  slope  stability  analysis  of  super-high  dumping  site. Rock Soil Mech, 2011, 32(3): 905 (王光进, 杨春和, 张超, 等. 超高排土场的粒径分级及其边坡稳 定性分析研究. 岩土力学, 2011, 32(3):905) [30] Han L, Shu J S, Shang T, et al. Experiment study on the physical and mechanical parameters of soft rock remolding in waste dump. J Min Saf Eng, 2019, 36(4): 820 (韩流, 舒继森, 尚涛, 等. 排土场散体软岩重塑物理力学参数研 究. 采矿与安全工程学报, 2019, 36(4):820) [31] Wang G J, Tian S, Hu B, et al. Evolution pattern of tailings flow from dam failure and the buffering effect of debris blocking dams. [32] · 374 · 工程科学学报,第 43 卷,第 3 期
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