Citation: | CUI Bo, WANG Guang-jin, LIU Wen-lian, HU Bin, AI Xiao-tao, CUI Zhou-quan, WANG Meng-lai, ZHOU Zong-hong. Seepage and stability analysis of pore air pressure on a high-bench dump under heavy rainfall[J]. Chinese Journal of Engineering, 2021, 43(3): 365-375. DOI: 10.13374/j.issn2095-9389.2020.09.01.005 |
[1] |
郑开欢, 罗周全, 罗成彦, 等. 持续暴雨作用下排土场层状碎石土边坡稳定性. 工程科学学报, 2016, 38(9):1204
Zheng K H, Luo Z Q, Luo C Y, et al. Layered gravel soil slope stability of a waste dump considering long-term hard rain. Chin J Eng, 2016, 38(9): 1204
|
[2] |
苏永华, 李诚诚. 间歇性强降雨下基于Green-Ampt入渗模型的边坡稳定性分析. 湖南大学学报(自然科学版), 2020, 47(3):28
Su Y H, Li C C. Slope stability analysis based on Green-Ampt infiltration model under intermittent heavy rainfall. J Hunan Univ (Nat Sci)
|
[3] |
Wang G J, Tian S, Hu B, et al. An experimental study on tailings deposition characteristics and variation of tailings dam saturation line. Geomech Eng, 2020, 23(1): 85
|
[4] |
王述红, 何坚, 杨天娇. 考虑降雨入渗的边坡稳定性数值分析. 东北大学学报(自然科学版), 2018, 39(8):1196 doi: 10.12068/j.issn.1005-3026.2018.08.026
Wang S H, He J, Yang T J. Numerical Analysis on stability of slope considering rainfall infiltration. J Northeast Univ (Nat Sci)
|
[5] |
胡庆国, 袁宁, 刘登生, 等. 多层结构土质边坡降雨入渗过程及稳定性影响分析. 中国公路学报, 2018, 31(2):67 doi: 10.3969/j.issn.1001-7372.2018.02.007
Hu Q G, Yuan N, Liu D S, et al. Analysis of rainfall infiltration process and stability of soil slop with multilayer structure. China J Highw Transp, 2018, 31(2): 67 doi: 10.3969/j.issn.1001-7372.2018.02.007
|
[6] |
孔郁斐, 宋二祥, 杨军, 等. 降雨入渗对非饱和土边坡稳定性的影响. 土木建筑与环境工程, 2013, 35(6):16
Kong Y F, Song E X, Yang J, et al. Rainfall’s effect on the stability of unsaturated slopes. J Civil Architect Environ Eng, 2013, 35(6): 16
|
[7] |
王莉. 露天矿大型排土场稳定性及安全控制关键技术研究[学位论文]. 北京: 北京科技大学, 2015
Wang L. Research on the Key Technique of Stability and Safety Control of the Large Dump in Open-Pit Mine[Dissertation]. Beijing: University of Science and Technology Beijing, 2015
|
[8] |
黄刚海. 强降雨入渗下复杂地形排土场稳定性分析. 岩土工程学报, 2013, 35(增刊2): 292
Huang G H. Stability analysis of waste dump with complex terrain under heavy rainfall infiltration. Chin J Geotech Eng, 2013, 35(Suppl 2): 292
|
[9] |
Wang G J, Gao Y W, Tang Y J. Research on the mechanism for chemical clogging and its effect on the stability of tailing dam. Bulgarian Chemical Communications, 2017, 49(1): 228
|
[10] |
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
|
[11] |
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 doi: 10.1061/(ASCE)0733-9437(1994)120:4(775)
|
[12] |
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 doi: 10.1029/92WR00803
|
[13] |
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 doi: 10.1061/(ASCE)0733-9437(1994)120:5(871)
|
[14] |
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 doi: 10.1046/j.1365-2389.2003.00482.x
|
[15] |
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 doi: 10.3321/j.issn:1000-4548.2007.04.015
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 doi: 10.3321/j.issn:1000-4548.2007.04.015
|
[16] |
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 doi: 10.3969/j.issn.1000-7598.2008.09.001
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 doi: 10.3969/j.issn.1000-7598.2008.09.001
|
[17] |
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
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
|
[18] |
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
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
|
[19] |
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
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)
|
[20] |
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 doi: 10.3321/j.issn:0559-9350.2005.06.016
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 doi: 10.3321/j.issn:0559-9350.2005.06.016
|
[21] |
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 doi: 10.1029/97WR01708
|
[22] |
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
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
|
[23] |
Regmi R K, Lee G, Jung K. Analysis on failure of slope and landslide dam. KSCE J Civil Eng, 2013, 17(5): 1166 doi: 10.1007/s12205-013-0049-y
|
[24] |
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
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
|
[25] |
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 doi: 10.1016/S1001-6058(08)60195-X
|
[26] |
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
He J. The Moisture Response and Landslide Stability Analysis Under the Condition of Rainfall Infiltration [Dissertation]. Beijing: China University of Geosciences (Beijing), 2018
|
[27] |
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
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
|
[28] |
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 doi: 10.17559/TV-20150428103311
|
[29] |
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 doi: 10.11817/j.issn.1672-7207.2020.02.014
Cao Y H, Li Y. Test verification and modification of Mohr-Coulomb criterion. J Cent South Univ (Sci Technol)
|
[30] |
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 doi: 10.3969/j.issn.1000-7598.2011.03.044
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 doi: 10.3969/j.issn.1000-7598.2011.03.044
|
[31] |
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
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
|
[32] |
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. Water, 2019, 11(11): 2388 doi: 10.3390/w11112388
|
[33] |
李跃, 杨永生, 毛权生, 等. 基于三维地质模型的排土场边坡整体稳定性探究. 岩土力学, 2013, 34(增刊1): 533
Li Y, Yang Y S, Mao Q S, et al. Researches on general stability for dump slope based on three-dimensional geologic model. Rock Soil Mech, 2013, 34(Suppl 1): 533
|
[34] |
Ai X T, Wang G J, Kong X Y, et al. The scale effect of coarse-grained materials by triaxial test simulation. Adva Civil Eng, 2021, 2021: 6665531
|
[35] |
Deng D P, Li L, Zhao L H. Limit equilibrium method(LEM) of slope stability and calculation of comprehensive factor of safety with double strength-reduction technique. J Mountain Sci, 2017, 14(11): 2311 doi: 10.1007/s11629-017-4537-2
|
[36] |
陶志刚, 李华鑫, 曹辉, 等. 降雨条件下全段高排土场边坡稳定性模型实验研究. 煤炭学报, 2020, 45(11):3793
Tao Z G, Li H X, Cai H, et al. Test on the slope stability of full-section high dump under rainfall. J China Coal Soc, 2020, 45(11): 3793
|
[37] |
Wang G J, Kang J W, Du C, et al. Study on tailings dam over-topping failure model test and break mechanism under the rainfall condition. Teh Vjesn, 2017, 24(6): 1897
|