土木与交通工程 |
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基于TOUGH2和FLAC3D的流固弱耦合程序开发及验证 |
刘夏临1(),张晟斌1,陈佺2,舒恒1,刘尚各3 |
1. 中交第二公路勘察设计研究院有限公司,湖北 武汉 430056 2. 中国科学院 武汉岩土力学研究所,湖北 武汉 430071 3. 中国葛洲坝集团国际工程有限公司,北京 100025 |
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Code development and verification for weak coupling of seepage-stress based on TOUGH2 and FLAC3D |
Xia-lin LIU1(),Sheng-bin ZHANG1,Quan CHEN2,Heng SHU1,Shang-ge LIU3 |
1. CCCC Second Highway Consultants Limited Company, Wuhan 430056, China 2. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China 3. China GEZHOUBA Group International Engineering Co. Ltd, Beijing 100025 |
引用本文:
刘夏临,张晟斌,陈佺,舒恒,刘尚各. 基于TOUGH2和FLAC3D的流固弱耦合程序开发及验证[J]. 浙江大学学报(工学版), 2022, 56(8): 1485-1494.
Xia-lin LIU,Sheng-bin ZHANG,Quan CHEN,Heng SHU,Shang-ge LIU. Code development and verification for weak coupling of seepage-stress based on TOUGH2 and FLAC3D. Journal of ZheJiang University (Engineering Science), 2022, 56(8): 1485-1494.
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https://www.zjujournals.com/eng/CN/Y2022/V56/I8/1485
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1 |
KING F H Contributions to our knowledge of the aeration of soils[J]. Science, 1905, 22 (564): 495- 499
doi: 10.1126/science.22.564.495
|
2 |
RICHARDS L A Capillaiy conduction of liquids through porous mediums[J]. Physics, 1931, 1 (5): 318- 333
doi: 10.1063/1.1745010
|
3 |
CELIA M A, BINNING P A mass conservative numerical solution for two-phase flow in porous media with application to unsaturated flow[J]. Water Resources Research, 1992, 28 (10): 2819- 2828
doi: 10.1029/92WR01488
|
4 |
黄润秋, 戚国庆 非饱和渗流基质吸力对边坡稳定性的影响[J]. 工程地质学报, 2002, (4): 343- 348 HUANG Run-qiu, QI Guo-qing The effect of unsaturated soil suction on slope stability[J]. Journal of Engineering Geology, 2002, (4): 343- 348
doi: 10.3969/j.issn.1004-9665.2002.04.002
|
5 |
CAI F, UGAI K Numerical analysis of rainfall effects on slope stability[J]. International Journal of Geomechanics, 2004, 4 (2): 69- 78
doi: 10.1061/(ASCE)1532-3641(2004)4:2(69)
|
6 |
荣冠, 张伟, 周创兵 降雨入渗条件下边坡岩体饱和非饱和渗流计算[J]. 岩土力学, 2005, (10): 24- 29 RONG Guan, ZHANG Wei, ZHOU Chuang-bing Numerical analysis of saturated-unsaturated seepage problem of rock slope under rainfall infiltration[J]. Rock and Soil Mechanics, 2005, (10): 24- 29
doi: 10.3969/j.issn.1000-7598.2005.10.005
|
7 |
孙冬梅, 朱岳明, 张明进 非饱和带水-气二相流数值模拟研究[J]. 岩土工程学报, 2007, 29 (4): 560- 565 SUN Dong-mei, ZHU Yue-ming, ZHANG Ming-jin Study on numerical model for water-air two-phase flow in unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 2007, 29 (4): 560- 565
|
8 |
BORJA R I, WHITE J A. Continuum deformation and stability analyses of a steep hillside slope under rainfall infiltration [J]. Acta Geotechnica. 2010, 5: 1–14.
|
9 |
BORJA R I, WHITE J A, LIU X, et al Factor of safety in a partially saturated slope inferred from hydro-mechanical continuum modeling[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2012, 36 (2): 236- 248
doi: 10.1002/nag.1021
|
10 |
彭胜, 陈家军, 王金生, 等 非饱和带水气二相流实验研究[J]. 土壤学报, 2002, 39 (4): 505- 511 PENG Sheng, CHEN Jia-jun, WANG Jin-sheng, et al Two-phase flow in soil vadose zone[J]. Acta Pedologica Sinica, 2002, 39 (4): 505- 511
|
11 |
RUTQVIST J, WU Y S, TSANG C F, et al A modeling approach for analysis of coupled multiphase fluid flow, heat transfer, and deformation in fractured porous rock[J]. International Journal of Rock Mechanics and Mining Science, 2002, 39: 429- 442
doi: 10.1016/S1365-1609(02)00022-9
|
12 |
GOSAVI S, SWENSON D. Architecture for a coupled code for multiphase fluid flow, heat transfer and deformation in porous rock [C]// Proceedings of the 30th Workshop on Geothermal Reservoir Engineering Stanford University. Palo Alto: Stanford, 2005.
|
13 |
HURWITZ S, CHRISTIANSEN L B, HSIEH P A. Hydrothermal fluid flow and deformation in large calderas: inferences from numerical simulations[J]. Journal of Geophysical Research: Solid Earth, 2007, 112(BO2206): 1–16 .
|
14 |
TARON J, ELSWORTH D, MIN K B Numerical simulation of thermal-hydrologic-mechanical-chemical processes in deformable, fractured porous media[J]. International Journal of Rock Mechanics and Mining Science, 2009, 46: 842- 854
doi: 10.1016/j.ijrmms.2009.01.008
|
15 |
ROHMER J, SEYEDI D M Coupled large scale hydromechanical modelling for caprock failure risk assessment of CO2 storage in deep saline aquifers [J]. Oil and Gas Science and Technology, 2010, 65 (3): 485- 502
doi: 10.2516/ogst/2010006
|
16 |
KIM J, MORIDIS G Development of the T+M coupled flow-geomechanical simulator to describe fracture propagation and coupled flow-thermal-geomechanical processes in tight/shale gas systems[J]. Computers and Geosciences, 2013, 60: 184- 198
doi: 10.1016/j.cageo.2013.04.023
|
17 |
PAN P Z, RUTQVIST J, FENG X T, et al Modeling of caprock discontinuous fracturing during CO2 injection into a deep brine aquifer [J]. International Journal of Greenhouse Gas Control, 2013, 19: 559- 575
doi: 10.1016/j.ijggc.2013.10.016
|
18 |
LEE J, MIN K B, RUTQVIST J. TOUGH-UDEC simulator for the coupled multiphase fluid flow, heat transfer, and deformation in fractured porous media [C]// 13th ISRM International Congress of Rock Mechanics. Quebec: OnePetro, 2015.
|
19 |
LEI H, XU T, JIN G TOUGH2Biot: a simulator for coupled thermal-hydrodynamic-mechanical processes in subsurface flow systems: application to CO2 geological storage and geothermal development [J]. Computers and Geosciences, 2015, 77 (C): 8- 19
|
20 |
PARK J W, PARK E S, LEE C DECOVALEX-2019 Task B fault reactivation modeling using coupled TOUGH2 and FLAC3D interface model: DECOVALEX-2019 task B[J]. Tunnel and Underground Space, 2020, 30 (4): 335- 358
|
21 |
AN C, HAN Y, LIU H H, et al Development and verification of an enhanced equation of state in TOUGH2[J]. Journal of Verification, Validation and Uncertainty Quantification, 2021, 6 (2): 021004
doi: 10.1115/1.4050529
|
22 |
TOUMA J, VAUCLIN M Experimental and numerical analysis of two-phase infiltration in a partially saturated soil[J]. Transport in Porous Media, 1986, 1 (1): 27- 55
doi: 10.1007/BF01036524
|
23 |
PRUNTY L, BELL J Infiltration rate vs. gas composition and pressure in soil columns[J]. Soil Science Society of America Journal, 2007, 71 (5): 1473- 1475
doi: 10.2136/sssaj2007.0072N
|
24 |
SUN D M, ZANG Y G, SEMPRICH S Effects of airflow induced by rainfall infiltration on unsaturated soil slope stability[J]. Transport in Porous Media, 2015, 107 (3): 821- 841
doi: 10.1007/s11242-015-0469-x
|
25 |
PRUESS K The TOUGH codes: a family of simulation tools for multiphase flow and transport processes in permeable media[J]. Vadose Zone Journal, 2004, 3 (3): 738- 746
|
26 |
DETOURNAY C, HART R. FLAC and numerical modeling in geomechanics [C]// Proceedings of the International FLAC Symposium on Numerical Modeling in Geomechanics. Minneapolis: Balkema, 1999.
|
27 |
COUSSY O. Mechanics of porous continua [M]// New York: Wiley, 1995.
|
28 |
BARY B. Coupled hydro-mechanical and damage model for concrete as an unsaturated porous medium [C]// Proceedings of the 15th ASCE Engineering Mechanical Conference. New York: Columbia University, 2002: 1-8.
|
29 |
CHAPUIS R P, AUBERTIN M On the use of the Kozeny-Carman equation to predict the hydraulic conductivity of soils[J]. Revue Canadienne De Géotechnique, 2003, 40 (3): 616- 628
|
30 |
LEVERETT M C Capillary behavior in porous solids[J]. Transactions of the AIME, 1941, 142 (1): 152- 169
doi: 10.2118/941152-G
|
31 |
LIAKOPOULOS A C. Transient flow through unsaturated porous media [D]// Berkeley: University of California, Berkeley, 1965.
|
32 |
LEWIS R W, SCHREFLER B A. The finite element method in the deformation and consolidation of porous media [M]// New York: John Wiley and Sons, 1987.
|
33 |
SCHREFLER B A, ZHAN X Y A fully coupled model for water flow and airflow in deformable porous media[J]. Water Resources Research, 1993, 29 (1): 155- 167
doi: 10.1029/92WR01737
|
34 |
GAWIN D, BAGGIO P, SCHREFLER B A Coupled heat, water and gas flow in deformable porous media[J]. International Journal for Numerical Methods in Fluids, 1995, 20 (8/9): 969- 987
|
35 |
GAWIN D, SCHREFLER B A, GALINDO M Thermo-hydro-mechanical analysis of partially saturated porous materials[J]. Engineering Computations, 1996, 13 (7): 113- 143
doi: 10.1108/02644409610151584
|
36 |
SCHREFLER B A, SCOTTA R A fully coupled dynamic model for two-phase fluid flow in deformable porous media[J]. Computer Methods in Applied Mechanics and Engineering, 2001, 190 (24/25): 3223- 3246
|
37 |
EHLERS W, GRAF T, AMMANN M Deformation and localization analysis of partially saturated soil[J]. Computer Methods in Applied Mechanics and Engineering, 2004, 193 (27–29): 2885- 2910
doi: 10.1016/j.cma.2003.09.026
|
38 |
NAGEL F, MESCHKE G An elasto-plastic three phase model for partially saturated soil for the finite element simulation of compressed air support in tunnelling[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2010, 34 (6): 605- 625
doi: 10.1002/nag.828
|
39 |
HU R, CHEN Y F, ZHOU C B Modeling of coupled deformation, water flow and gas transport in soil slopes subjected to rain infiltration[J]. Science China Technological Sciences, 2011, 54 (10): 2561- 2575
doi: 10.1007/s11431-011-4504-z
|
40 |
BROOKS R H, COREY A T Properties of porous media affecting fluid flow[J]. Journal of the Irrigation and Drainage Division, 1966, 92 (2): 61- 88
doi: 10.1061/JRCEA4.0000425
|
41 |
林鸿州. 降雨诱发土质边坡失稳的试验与数值分析研究[D]. 北京: 清华大学, 2007. LIN Hong-zhou. The study on the mechanism and numerical analysis of rainfall-induced soil slope failure [D]// Beijing: Tsinghua University, 2007.
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