地面沉降的数值计算模型与流固耦合理论综述
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摘要
简要地综述了国内外最近几十年来地面沉降的数值计算模型,包括经验法、半理论法和理论法及其相关的多孔介质流固耦合理论的研究成果,并作了相应的分析。论述了每种模型的主要特点、代表性模型及其不足之处,并指出地面沉降模型进一步研究的方向,分析结果为今后的地面沉降的数值计算和多孔介质的流固耦合的研究提供了有益的方向。
Based on the summary of numerical calculation models for land subsidence including experience method,half theoretical method,theoretical method and the correlational fluid-solid coupling theory for porous media in recent decades at home and abroad,the paper briefly summarizes each model's characteristics,representative model and their shortcomings and then points out the future research directions for land subsidence models.The analysis results can provide available research directions for the future land subsidence numerical calculation and fluid-solid coupling theory for porous media.
Based on the summary of numerical calculation models for land subsidence including experience method,half theoretical method,theoretical method and the correlational fluid-solid coupling theory for porous media in recent decades at home and abroad,the paper briefly summarizes each model's characteristics,representative model and their shortcomings and then points out the future research directions for land subsidence models.The analysis results can provide available research directions for the future land subsidence numerical calculation and fluid-solid coupling theory for porous media.
引文
1薛禹群,张云,等.中国地面沉降及其需要解决的几个问题.第四纪研究,2003,23(6):585~593
2 Freeze R A.Social decision making and land subsidence.Car-bognin L,et al.Proc of 6th int symp on land subsidence,vol 1.La Garangola,Padova,Italy.2000:353~384
3晏同珍.地面沉降规律预测新模式.地球科学.1989,(2):181~188
4宰金珉,梅国雄.全过程的沉降量预测方法研究.岩土力学.2000,21(4):322~325
5刘毅,龚士良.上海市地面沉降泊松旋回长期预测.中国地质灾害与防治学报.1998,9(2):75~80
6邓英尔,谢和平.全过程沉降预测的新模型与方法.岩土力学.2005,26(1):1~4
7 Yamamoto S.Bangkok,Thailand.Guide to studies of land sub-sidence due to ground-water withdraw.Unesco.1984
8 Wadachi K.Ground sinking in West Osaka.Report Disaster Pre-vetion Research Institute.1940
9 Gabrysch R K.Land subsidence in the Houston-Galveston Re-gion Texas in Tision.Inter.Assoc.Sci.Hydrology.1969:43~54
10沈孝宇,孙愫文.宁波城市地面沉降物理数学模型及沉降预测.地球科学-中国地质大学学报.1989,14(2):135~144
11金爱善.采用神经网络模型对天津滨海新区地面沉降预测的研究.现代地质.2000,14(4):475~478
12李涛,潘云.人工神经网络在天津市区地面沉降预测中的应用.地质通报.2005,24(7):677~681
13 Gambolati G,Freeze R A.Mathematical Simulation of the Sub-sidence of Venice.Water Resourres.1973,9:721~733
14 Rolando Bravo,A Rivera,等.地面沉降———第四届地面沉降国际讨论会译文选集.地质矿产部地质环境管理司译.北京:地震出版社,1994
15 Laura Carbognin,Giuseppe Gambolati,等.地面沉降———第六届地面沉降国际讨论会译文选集.张阿根,刘毅,等译.北京:地质出版社,2001
16陈崇希,裴顺平等.地下水开采-地面沉降数值模拟及防治对策研究.武汉:中国地质大学出版社,2001
17顾小芸,冉启全.地面沉降预测和防治措施研究.中国地质灾害与防治学报.1998,(9):7~13
18徐曾和.二维应力场下承压地层中渗流的流固耦合问题.岩石力学与工程学报.1992,(12):645~650
19周志芳.深基坑降水与沉降的非线性耦合计算.岩土力学.2004,25(12):1984~1988
20 Safai N M,Pinder G F.Vertical and horizontal land deformationdue to water withdraw.Int.J.Numer.Analysis Mech.Geomech.1980:132~142
21 Tarn J Q,Lu C C.Analysis of subsidence due to a point sink inan anisotropic porous elastic half space.Int.J.Numer.AnalysisMech.Geomech.1991:573~592
22 Lubinski A.Theory of elasticity for porous bodies displaying astrong pore structure.Proc.2nd U.S.National Congress of Ap-plied Mechanics.1954:247~256
23 Bear J,Corapcioglu M Y.Mathematical model for regional landsubsidence due to pumping,1.Intergrated Aquifer SubsidenceEquations Based on Vertical Displacement Only.Water Re-sources Research.1981,17(4):937~946
24 Zienkiewicz O C,Shomi T.Dynamic behavior of saturated po-rous media:the generalized Biot formulation and its numericalsolution.Int.J.Analy.Numer.Meth.Geomech.1984,8(1):71~96
25 Savage W Z,Bradock W A.A model for hydrostatic consolida-tion of Pierre shale.Int.J.Rock.Mech.Min.Sci.and Geo-mech.Abstr.1991,28:345~354
26 Dassargues A.On the necessity to consider varying parametersin land subsidence computations.In:Land Subsidence,Interna-tional Association of Hydrological Sciences.1995:259~268
27谭建国,吕志宗.饱和土层因抽水所引致的压密沉陷问题解析.中国土木水利工程学刊.1990,2(2):159~167
28陈杰,朱国荣,等.Biot固结理论在地面沉降计算中的应用.水文地质工程地质.2003,(2):28~31
29杨林德,杨志锡.各向异性饱和土体的渗流耦合分析和数值模拟.岩石力学与工程报.2002,21(10):1447~1451
30 Terzaghi K.Theoretical Soil Mechanics.New York:John Wileyand Sons.1943
31 Gibson R E,England G L,Hussey M J L.The theory of one-dimensional consolidation of saturated clays.I.finite non-linear consolidation of thin homogeneous layers.Geotechnique.1967,17(3):261~273
32 Barron R A.Consolidation of fine-grained soils by sand andwell.Transactions on American Society of Civil Engineers.1948:718~754
33 Jacob C E.Flow of ground water.In:H.Rose(ed),Engineer-ing hydraulics.John Wiley&Son Inc.,New York.1950:321~386
34 Biot M A.General theory of three-dimensional consolidation.Journal of Applied Physics.1941,12:155~164
35 Biot M A.Theory of elasticity and consolidation for a porousanisotropic solid.Journal of Applied Physics.1955,(26):182~185
36 Verruijt A.Elastic storage of aquifers.In:de Wiest R J M ed.Flow Through Porous Media.New York:Academic Press.1969:331~376
37 Mei,C C.Gravity effect in consolidation of layer of soft soil.ASCE Journal of Eng.Mech.1985:1038~1047
38 TanTjong-kie.Three-dimensional theory on consolidation andflow of the clay-layers.Sientica.Sinica.1957
39沈珠江.用有限单元法计算软土地基的固结变形.水利水运科技情报.1977,(1):7~23
40殷宗泽,徐鸿江,朱泽民.饱和粘土平面固结问题有限单元法.华东水利学院学报.1978,(1):71~82
41张洪武,钟万勰.饱和土壤固结分析的算法研究.力学与实践,1993,15(1):20~22.
42 Jacob Bear著.多孔介质流体动力学.李竞生,等译.北京:中国建筑工业出版社.1983.
43张云,薛禹群.抽水地面沉降数学模型的研究现状与展望.中国地质灾害与防治学报.2002,6:1~6
2 Freeze R A.Social decision making and land subsidence.Car-bognin L,et al.Proc of 6th int symp on land subsidence,vol 1.La Garangola,Padova,Italy.2000:353~384
3晏同珍.地面沉降规律预测新模式.地球科学.1989,(2):181~188
4宰金珉,梅国雄.全过程的沉降量预测方法研究.岩土力学.2000,21(4):322~325
5刘毅,龚士良.上海市地面沉降泊松旋回长期预测.中国地质灾害与防治学报.1998,9(2):75~80
6邓英尔,谢和平.全过程沉降预测的新模型与方法.岩土力学.2005,26(1):1~4
7 Yamamoto S.Bangkok,Thailand.Guide to studies of land sub-sidence due to ground-water withdraw.Unesco.1984
8 Wadachi K.Ground sinking in West Osaka.Report Disaster Pre-vetion Research Institute.1940
9 Gabrysch R K.Land subsidence in the Houston-Galveston Re-gion Texas in Tision.Inter.Assoc.Sci.Hydrology.1969:43~54
10沈孝宇,孙愫文.宁波城市地面沉降物理数学模型及沉降预测.地球科学-中国地质大学学报.1989,14(2):135~144
11金爱善.采用神经网络模型对天津滨海新区地面沉降预测的研究.现代地质.2000,14(4):475~478
12李涛,潘云.人工神经网络在天津市区地面沉降预测中的应用.地质通报.2005,24(7):677~681
13 Gambolati G,Freeze R A.Mathematical Simulation of the Sub-sidence of Venice.Water Resourres.1973,9:721~733
14 Rolando Bravo,A Rivera,等.地面沉降———第四届地面沉降国际讨论会译文选集.地质矿产部地质环境管理司译.北京:地震出版社,1994
15 Laura Carbognin,Giuseppe Gambolati,等.地面沉降———第六届地面沉降国际讨论会译文选集.张阿根,刘毅,等译.北京:地质出版社,2001
16陈崇希,裴顺平等.地下水开采-地面沉降数值模拟及防治对策研究.武汉:中国地质大学出版社,2001
17顾小芸,冉启全.地面沉降预测和防治措施研究.中国地质灾害与防治学报.1998,(9):7~13
18徐曾和.二维应力场下承压地层中渗流的流固耦合问题.岩石力学与工程学报.1992,(12):645~650
19周志芳.深基坑降水与沉降的非线性耦合计算.岩土力学.2004,25(12):1984~1988
20 Safai N M,Pinder G F.Vertical and horizontal land deformationdue to water withdraw.Int.J.Numer.Analysis Mech.Geomech.1980:132~142
21 Tarn J Q,Lu C C.Analysis of subsidence due to a point sink inan anisotropic porous elastic half space.Int.J.Numer.AnalysisMech.Geomech.1991:573~592
22 Lubinski A.Theory of elasticity for porous bodies displaying astrong pore structure.Proc.2nd U.S.National Congress of Ap-plied Mechanics.1954:247~256
23 Bear J,Corapcioglu M Y.Mathematical model for regional landsubsidence due to pumping,1.Intergrated Aquifer SubsidenceEquations Based on Vertical Displacement Only.Water Re-sources Research.1981,17(4):937~946
24 Zienkiewicz O C,Shomi T.Dynamic behavior of saturated po-rous media:the generalized Biot formulation and its numericalsolution.Int.J.Analy.Numer.Meth.Geomech.1984,8(1):71~96
25 Savage W Z,Bradock W A.A model for hydrostatic consolida-tion of Pierre shale.Int.J.Rock.Mech.Min.Sci.and Geo-mech.Abstr.1991,28:345~354
26 Dassargues A.On the necessity to consider varying parametersin land subsidence computations.In:Land Subsidence,Interna-tional Association of Hydrological Sciences.1995:259~268
27谭建国,吕志宗.饱和土层因抽水所引致的压密沉陷问题解析.中国土木水利工程学刊.1990,2(2):159~167
28陈杰,朱国荣,等.Biot固结理论在地面沉降计算中的应用.水文地质工程地质.2003,(2):28~31
29杨林德,杨志锡.各向异性饱和土体的渗流耦合分析和数值模拟.岩石力学与工程报.2002,21(10):1447~1451
30 Terzaghi K.Theoretical Soil Mechanics.New York:John Wileyand Sons.1943
31 Gibson R E,England G L,Hussey M J L.The theory of one-dimensional consolidation of saturated clays.I.finite non-linear consolidation of thin homogeneous layers.Geotechnique.1967,17(3):261~273
32 Barron R A.Consolidation of fine-grained soils by sand andwell.Transactions on American Society of Civil Engineers.1948:718~754
33 Jacob C E.Flow of ground water.In:H.Rose(ed),Engineer-ing hydraulics.John Wiley&Son Inc.,New York.1950:321~386
34 Biot M A.General theory of three-dimensional consolidation.Journal of Applied Physics.1941,12:155~164
35 Biot M A.Theory of elasticity and consolidation for a porousanisotropic solid.Journal of Applied Physics.1955,(26):182~185
36 Verruijt A.Elastic storage of aquifers.In:de Wiest R J M ed.Flow Through Porous Media.New York:Academic Press.1969:331~376
37 Mei,C C.Gravity effect in consolidation of layer of soft soil.ASCE Journal of Eng.Mech.1985:1038~1047
38 TanTjong-kie.Three-dimensional theory on consolidation andflow of the clay-layers.Sientica.Sinica.1957
39沈珠江.用有限单元法计算软土地基的固结变形.水利水运科技情报.1977,(1):7~23
40殷宗泽,徐鸿江,朱泽民.饱和粘土平面固结问题有限单元法.华东水利学院学报.1978,(1):71~82
41张洪武,钟万勰.饱和土壤固结分析的算法研究.力学与实践,1993,15(1):20~22.
42 Jacob Bear著.多孔介质流体动力学.李竞生,等译.北京:中国建筑工业出版社.1983.
43张云,薛禹群.抽水地面沉降数学模型的研究现状与展望.中国地质灾害与防治学报.2002,6:1~6
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