关于物理潜蚀作用及其概念模型的讨论

李喜安; 黄润秋; 彭建兵; 陈志新

关于物理潜蚀作用及其概念模型的讨论

1.
长安大学西安 710054;
2.
成都理工大学地质灾害防治与地质环境保护国家专业实验室成都 610059;
3.
西部矿产资源与地质工程教育部重点实验室西安 710054

基金项目:

国家自然科学基金面上项目(40772182),中央高校基本科研业务费专项资金(CHD2010JC008)

详细信息

作者简介:
李喜安,主要从事工程地质与地质灾害方面的教学与科研工作.Email:dclixa@chd.edu.cn

中图分类号: S157.1; S151.92
计量
- 文章访问数: 4899
- HTML全文浏览量: 228
- PDF下载量: 1626
- 被引次数: 0
出版历程
- 收稿日期: 2010-03-20
- 修回日期: 2010-10-19
- 刊出日期: 2010-12-25

ESTABLISHMENT OF CONCEPTUAL MODELS OF PHYSICAL SUB-GROUND EROSION

1.
Chang'an University,Xi'an 710054;
2.
State Key Laboratory of Geo-Hazard Preventon and Geo-Environment Protection,Chengdu University of Technology,Chengdu 610059;
3.
Key Laboratory of Western Chinas Mineral Resources and Geological Engineering, Ministry of Education, Xi'an 710054

摘要

摘要: 在对国内外物理潜蚀作用相关文献进行调研的基础上回顾了潜蚀作用的研究历史,对目前物理潜蚀作用研究中存在的问题进行了总结。指出潜蚀工程地质问题在各类工程建设活动中已经变得越来越突出,但由于潜蚀作用发生环境的多样性、作用方式的复杂性、发生过程的随机性等原因,造成实际应用中将各种潜蚀作用尤其是物理潜蚀作用过程的概念经常混淆。对管涌、渗透压密、接触管涌、接触冲刷、流土、突涌、接触流土、流砂、流滑等物理潜蚀作用的发生机理进行了深入细致的分析,在此基础上对目前一些界定不严格的物理潜蚀相关概念进行了辨析和澄清,初步建立了清晰的物理潜蚀作用概念模型,为潜蚀工程地质进一步研究奠定了基础。
- 物理潜蚀 /
- 管涌 /
- 渗透 /
- 冲刷 /
- 流土 /
- 突涌 /
- 流砂 /
- 概念模型
Abstract: Based on the extensively literature review,this paper summarizes the main issues in the research work of physical sub-ground erosion. The ppaer points out that the engineering geological problems related to the physical sub-ground erosion become more and more serious with the development of various construction projects. However,resulting from the multiplicity,complexity and randomness of the physical sub-ground erosion process,some concepts related to the physical sub-ground erosion are still confusing because of the wrongly or inaccuracy definations,which makes it difficult to academic exchanges.By analyzing of the mechanism,the precise conceptual models ofpiping,seepage compression,contact piping,soil flowing,soil bursting,contact soil flowing,flowing sandandflow solidsare established in this paper,which forms an essential bases of the further research work on the sub-ground erosion.
- Physical sub-ground erosion /
- Piping /
- Infiltration /
- Scouring /
- Soil flowing /
- Soil bursting /
- Flowing sand /
- Conceptual model

HTML全文

参考文献(1)

[1] Von Richthofen,F.Führer Forschungsreisende.Aiileitung zu Beobachturigen über Gegenstnde der physischen Geographie and Geologie,Oppeenheim,Berlin, 1886a: 308～310.

[2] Ojha,C.S.P. ,Singh,V.P. ,and Adrian,D.D.Determination of critical head in soil piping.Journal of Hydraulic Engineering, 2003, 129 (7): 511～518.

[3] Haworth,E.1897,Physiography of western Kansas.University Geological Survey of Kansas,vol.2,p.11～49.

[4] Gregory,H.E.Geology of the Navajo Country,Arizona; U.S.Geol.Survey Prof.Paper, 1917, 93 : 130～131.

[5] Huntington,E.The climatic factor.Carnegie Inst.Wash.Publ.1914, 192: 24.

[6] COLLIER,A.J.The geology and mineral resources of the John Day region.Oregon Bur.Mines and Geology, 1914, 1(3): 13.

[7] Van Zyl,D. ,and Harr,M.E.Seepage erosion analyses of structures.Proc. ,10th Int.Conf.On Soil Mech.And Found.Engrg. ,Stockholm,Sweden, 1981,(1): 530～509.

[8] Lane,E.W. ,Security from underseepage: Masonary dams on earth foundations.Trans.Am.Soc.Civ.Eng. ,100, 1935,Paper No.1919, 1235～1272.

[9] Terzaghi,K. ,Der Grundbruch an Stauwerken und seine Verhuetung.Die Wasserkraft, 1922,(17): 445～449.

[10] Khilar,K.C. ,Folger,H.S. ,and Gray,D.H. ,Model for piping-plugging in earthen structures.J.Geotech.Eng. ,1985, 111 (7): 833～846.

[11] Parker,G.G.Piping,a geomorphic agent in landform development of the drylands.IAHS Publ, 1963, 65 : 103～113.

[12] Parker,G.G. ,Jenne,E.A.Structural failure of western higways.Highway Research Record, 1967, 203 : 57～76.

[13] Gilman,K. ,Newson,M.D. ,1980.Soil Pipes and Pipeflow—A Hydrological Study in Upland Wales.Geobooks,Norwich, 114 pp.

[14] Jones,J.A.A. (1981)The Nature of Soil Piping: a Review of Research.BGRG Research Monograph Series no.3.Geo Books,Norwich.

[15] Harvey,A. ,1982.The role of piping in the development of badlands and gully systems in south-east Spain.In: Bryan,R.B. ,Yair,A.(Eds.),Badland Geomorphology and Piping.Geobooks,Norwich,pp.317～335.

[16] 李喜安. 黄土暗穴的成因及其公路工程灾害效应研究 .长安大学博士学位论文, 2004.
Li Xi'an. On the Origin of Hidden Holes in Loess and its Hazardous Effects on the Highway Engineering.The Doctor Degree Dissertation of Changan University, 2004.

[17] 吴良骥. 无黏性土管涌临界坡降的计算
[J].水利水运科学研究, 1980,(4): 90～95.
Wu Liangji.Calculation of critical hydraulic gradient for piping in noncohesive soils. Hydro-Science and Engineering, 1980, 4 , 90～95.

[18] 沙金煊. 多孔介质中的管涌研究
[J].水利水运科学研究, 1981,(3): 89～93.
Sha Jinxuan.Study on piping in porous media.Hydro-Science and Engineering, 1981,(3) : 89～93.

[19] 刘杰. 土的渗透稳定与渗流控制
[M].北京:水力电力出版社, 1992.
Liu Jie.On the controlling and stabilization of seepage flow in the soil.Beijing:China Water Power Press, 1992.

[20] 周建, 张刚.管涌现象研究的进展与展望
[J].地下空间, 2004, 24 (4): 536～542.
Zhou Jian,Zhang Gang.Development and expectation of the piping phenomenon research. Underground Space, 2004, 24 (4): 536～542.

[21] 刘忠玉. 无黏性土中管涌的机理研究 .兰州大学博士学位论文, 2001.
Liu Zhongyu. On the Mechanism of Piping in Noncohesive Soils. The Doctor Degree Dissertation of Lanzhou University, 2001.

[22] 陆培炎. 评定渗流管涌公式
[J].岩土力学, 2001, 22 (4): 389～394.
Lu Peiyan. Assessing the formula for seepage piping.Rock and Soil Mechanics,2001, 22 (4): 389～394.

[23] Nakajima,Y. Study of hte Failure of Piping in Polder Dikes for Land Reclamation.Soil and Foundations, 1968, 8 (4): 30～47.

[24] Sherard,J.L. Dunnigan,L.P. ,Decker,R.S. ,and Steele,E.F.Pinhole test for identifying dispersive soils.Journal of Geotechnical Engineering division.ASCE, 102 (1): 69～85.

[25] Leonards,G.A. ,Huang,A.B. ,and Ramos,J.Piping and erosion tests at conner run dam.J.Geotech.Eng. ,1991, 117 (1): 108～117.

[26] Indraratna,B. ,and Vafai,F. An experimental study of the filtration of a lateristic clay slurry by sand filters.Proceedings of the institution of Civil Engineerings,Geotechnical Engineering, 1996, 119 : 75～83.

[27] 陈建生, 李兴文,赵维炳.堤防管涌产生集中渗漏通道机理与探测方法研究
[J].水利学报, 2000,(9): 48～54.
Chen Jiansheng,Li Xinwen,Zhao Weibing. Study on piping leakage mechanism.Journal of Hydraulic Engineering, 2000,(9): 48～54.

[28] 刘建刚, 陈建生,赵维炳.典型堤基渗漏的完整井管涌模型及其涌砂影响范围的估算
[J].工程勘察, 2002,(4): 26～31.
Liu Jiangang,Chen Jiansheng,Zhao Weibin. Piping model of perfect well for typical seepage of dike foundation and its estimation for sand flowing scope. Geotechnical investigation&surveying, 2002,(4): 26～31.

[29] Bryan,R.B. ,Yair,A. ,Hodges,W.K. ,1978.Factors controlling the initiation of runoff and piping in Dinosaur Provincial Park Badlands,Alberta,Canada.Z.Geomorphol.Suppl.Bd.29, 151～168.

[30] Tsukamoto,Y. ,Ohta,T.& Noguchi,H. (1982)Hydrological and geomorphological studies of debris slides on forested hillslopes in Japan.IAHS Publ, 1982, 137 : 9～97.

[31] 王家鼎,惠泱河. 黄土地区灌溉水诱发滑坡群的研究
[J].地理科学, 2002, 22 (3): 305～310.
Wang Jiading,Hui Yanghe. Landslides in crows induced by irrigated water in loess area.Scientia Geographica Sinica, 2002, 22 (3): 305～310.

[32] 缪志君, 黄素嘉.坡面管涌对滑坡(泥石流)的影响
[J].水土保持科技情报, 2004,(3): 1～2.
Miao Zhijun,Huang Sujia.The affection of piping to landslides.Scientific and Technical Information of Soil and Water Conservation, 2004,(3): 1～2.

[33] 李喜安, 彭建兵,陈志新,等.黄土地层地表径流下潜模式与地质灾害
[J].工程地质学报, 2007, 15 (4): 495～499.
Li Xi'an,Peng Jianbing,Chen Zhixin,et al. On the infiltration modes of surface runoff in the loess layer and geological hazards. Journal of Engineering Geology, 2007, 15 (4): 495～499.

[34] 李喜安, 黄润秋.黄土崩解性试验研究
[J].岩石力学与工程学报, 2009, 28 (A01):3204～3213.
Li Xi'an,Huang Runqiu. Experimental research on disintegration of loess. Chinese Journal of Rock Mechanics and Engineering, 2009, 28 (A01):3204～3213.

[35] Vanwalleghem,T. ,Van Den Eeckhaut,M. ,Poesen,J. ,Van Oost,K. ,Deckers,J. ,2004.Characteristics and location of old gullies under forest cover in central Belgium.In: Li,Y. ,Poesen,J. ,Valentin,C.(Eds.),Gully Erosion Under Global Change.Sichuan Science and Technology Press,Chengdu,China,pp.121～130.

[36] Vanwalleghem,T. ,Poesen,J. ,Van Den Eeckhaut,M. ,Nachtergaele,J. ,Deckers,J. ,2005a.Reconstructing rainfall and land use conditions leading to the development of old gullies.The Holocene 15(3) 378- 386.

[37] Vanwalleghem,T. ,Bork,H.R. ,Poesen,J. ,Schmidtchen,G. ,Dotterweich,M. ,Bork,H. ,Deckers,J. ,Bru¨ sch,B. ,Bungeneers,J. ,De Bie,M. ,2005b.Rapid development and infilling of a historical gully under cropland,central Belgium.Catena, 63, 221～243.

[38] Luce C,Wemple B.(Eds.)2001.Hydrologic and geomorphic effects of forest roads.Earth Surface Processes and Landforms, 26 (2): 111～232.

[39] Jungerius,P.D. ,Matundura,J. ,van de Ancker,J.A.M. ,2002.Road construction and gully erosion in West Pokot,Kenya.Earth Surface Processes and Landforms, 27 (11) 1237～1247.

[40] Holden,J. ,2000.Runoff production in blanket peat covered catchments.PhD thesis,University of Durham.

[41] Guerra,A.J.T. ,2004.Gully erosion monitoring in Sa'o Luis City,Maran ha'o state,Brazil.In: Li,Y. ,Poesen,J. ,Valentin,C.(Eds.),Gully Erosion Under Global Change.Sichuan Science and Technology Press,Chengdu,China,pp.13～20.

[42] Faulkner,H. ,2006.Piping Hazard on Dispersive and Collapsible Soils in Europe.Chapter 2: 6.In: Poesen,J. ,Boardman,J.(Eds.),Soil and Gully Erosion in Europe.Wiley.

[43] Croke J C,Hairsine P B.2001.Management of road runoff: A design approach.In Soil Erosion Research for the 21st Century,Ascough J,Flanagan D(Eds.).Proceedings of International Symposium ASAE, 3-5 January 2001,Honolulu: 249～252.

[44] Chen Yunmian,Takeniya Hirokazu.Environmental Vibration Prediction,Monitoring and Evaluation.BEIJING: China Comunications Press, 2003, 9, 485.

[45] Bork,H.-R. ,2004.Soil erosion during the 20th century.Examples from South Africa,the Americas,China and Europe.In: Li,Y. ,Poesen,J. ,Valentin,C.(Eds.),Gully Erosion Under Global Change.Sichuan Science and Technology Press,Chengdu,China,3～10.

[46] Billard,A. ,Muxart,T. ,Andrieu,A. ,Derbyshire,E. ,2000.Loess and water.In: Derbyshire,E. ,Meng,X.M. ,Dijkstra,T.A.(Eds.),Landslides in the Thick Loess Terrain of North-West China.Wiley,Chichester,91～130.

[47] Nyssen,J. ,Poesen,J. ,Moeyersons,J. ,Luyten,E. ,Veyret Picot,M. ,Deckers,J. ,Mitiku,H. ,Govers,G. ,2002.Impact of road building on gully erosion risk,a case study from the northern Ethiopian highlands.Earth Surface Processes and Landforms, 27 (12):1267～1283.

[48] Faulkner,H. ,Alexander,R. ,Teeuw,R. ,Zukovskyj,P. ,2004.Variations in soil dispersivity across a gully head displaying shallow subsurface pipes.Earth Surface Processes and Landforms, 29 (9): 1143～1160.

[49] 刘杰. 土石坝渗流控制理论基础及工程经验教训
[M].北京:中国水利水电出版社, 2006.
Liu Jie.Seepage control of Earth-Rock Dams,theoreticalbasis,engineering experiences and lessons.Beijing:China Water Power Press, 2006.

[50] 李广信, 周晓杰.土的渗透破坏及其工程问题
[J].工程勘察, 2004,(5): 10～14.
Li Guangxin,Zhou Xiaojie. Seepage failure of soil and its problems in engineering.Geotechnical Investigation & Surveying.2004,(5): 10～14.

施引文献

资源附件(0)

访问统计