nach oben

Bulletin of Engineering Geology and the Environment

Erschienen in:

01.06.2024 | Review Paper

Analysis of loess water migration regularity and failure response of tunnel structure under rainfall environment

verfasst von: Kunjie Tang, Dedi Liu, Shaohua Xie, Junling Qiu, Jinxing Lai, Tong Liu, Yong Fang

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 6/2024

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config

KI-gestützte Suche

Aus

Abstract

The potential collapsible deformation of loess surrounding rock is not conducive to the safety and stability of the tunnel, especially under rainfall conditions, which may induce severe engineering disasters. This paper analyzes the regularity of water infiltration in loess and failure response of tunnel structure under rainfall conditions. Rainfall infiltration in loess strata includes unsaturated infiltration and dominant channel infiltration. The dominant channels enhance soil permeability, leading to the overall downward movement of the wetting front, which provides conditions for the instability and failure of surrounding rock of loess tunnel. Through case statistics, the loess tunnel engineering disasters caused by rainfall are analyzed, elucidating the mechanism of tunnel instability and failure. Finally, according to the characteristics of loess surrounding rock and the response regularity of rainfall to tunnel structure, a series of engineering measures to prevent the deformation of surrounding rock and the specific construction method of loess tunnel structure safety warning system under the condition of rainfall are proposed.

Vorheriger Artikel Assessment of the lead and zinc contaminations on the strength and physical properties of sand mixed with kaolinite, bentonite, and zeolite fines

Nächster Artikel Surrounding rock instability mechanism for fault-crossing tunnels in water-rich soft rock

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

An Q, Zhang Q, Zhang X, Zhang J (2021) Bridging the gap between engineering properties and grouting reinforcement mechanisms for loess in eastern China: taking Jinan loess as an example. Bull Eng Geol Environ 80:4125–4141. https://doi.org/10.1007/s10064-021-02201-wCrossRef

Bear J (1979) Hydraulics of groundwater McGraw-Hill, New York

Bernadiner MG (1998) A capillary microstructure of the wetting front. Transp Porous Media 30(3):251–265. https://doi.org/10.1023/A:1006571720867CrossRef

Cheng H, Liu B, Liu X (2008) Study of the moisture infiltration law of loess subgrade. China Foreign Highway 28(6):29–31. https://doi.org/CNKI:SUN:GWGL 0.2008-06-009

Chen ZH, Xie DY, Wang YS (1993) Experimental studies of laws of fluid motion, suction and pore pressures in unsaturated soil. Chin J Geotech Eng 15(3):9–20. https://doi.org/10.1007/BF02656947CrossRef

Cho SE (2016) Stability analysis of unsaturated soil slopes considering water-air flow caused by rainfall infiltration. Eng Geol 211:184–197. https://doi.org/10.1016/j.enggeo.2016.07.008CrossRef

Colman EA, Bodman GB (1945) Moisture and Energy Conditions during Downward Entry of Water into Moist and Layered Soils 1. Soil Science Society of America Journal 9(C). https://doi.org/10.2136/SSSAJ1945.036159950009000C0001X

Deng XH, Cao WP, Yang DS (2020) Stability analysis of shallow loess tunnel considering rainfall infiltration. J Civil Environ Eng 42(2):11. https://doi.org/10.11835/j.issn.2096-6717.2019.171CrossRef

Derbyshire E (2001) Geological hazards in loess terrain, with particular reference to the loess regions of China. Earth Sci Rev 54(1–3):231–260. https://doi.org/10.1016/S0012-8252(01)00050-2CrossRef

Gao C, Ling XU, Coop MR, Huang C, Zuo L (2021) An investigation of particle breakage in loess. https://doi.org/10.1016/J.ENGGEO.2021.106083. Engineering Geology (prepublish)

Gong XN, Guo PP (2021) Prevention and Mitigation Methods for Water Leakage in tunnels and Underground structures. China J Highway Transp 34(07):1–30. https://doi.org/10.19721/j.cnki.1001-7372.2021.07.001

Han JY, Guo J, Jiang YS (2013) Monitoring tunnel profile by means of multi-epoch dispersed 3-D LiDAR point clouds. Tunn Undergr Space Technol 33:186–192. https://doi.org/10.1016/j.tust.2012.08.008CrossRef

Hong Q, Lai H, Liu Y (2023) Failure analysis and treatments of collapse accidents in loess tunnels. Engineering Failure Analysis 145 107037. https://doi.org/10.1016/j.engfailanal.2022.107037Get rights and content

Hong Q, Lai H, Liu Y, Ma X, Xie J (2021a) Deformation control method of a large cross-section tunnel overlaid by a soft-plastic loess layer: a case study. Bulletin of Engineering Geology and thehttps://doi.org/10.1007/S10064-021-02239-W. Environment (prepublish)

Hong QY, Lai HP, Liu YY, Chen R, Liu C, Xie JT (2021b) A case study on deformation characteristics of a large cross-section tunnel passing through a soft-plastic layer with different spatial locations. Arab J Geosci 14:272. https://doi.org/10.1007/s12517-021-06544-2CrossRef

Huang K, Wan JW, Chen G, Zeng Y (2012) Testing study of relationship between water content and shear strength of unsaturated soils. Rock Soil Mech 33(9):2600–2604. https://doi.org/CNKI:SUN:YTLX 0.2012-09-011

Hu HJ, Li BP, Tian KL, Ba YD, Cui YJ (2019) Simulation of water movement in unsaturated remolded loess under ponding in filtration and rainfall in filtration. J TongJi Univ (Natural Science) 47(11):9. https://doi.org/10.11908/j.issn.0253-374x.2019.11.005CrossRef

Jiang AN, Zheng S, Wang SY (2020) Stress-seepage-damage coupling modelling method for tunnel in rich water region. EC 37(8):2659–2683. https://doi.org/10.1108/EC-10-2019-0465CrossRef

Jiang Q, Shi YE, Yan F, Zheng H, Kou YY, He BG (2021) Reconstitution method for tunnel spatiotemporal deformation based on 3D laser scanning technology and corresponding instability warning. Eng Fail Anal 125:105391. https://doi.org/10.1016/j.engfailanal.2021.105391CrossRef

Lai HP, Song WL, Liu YY, Chen R (2017) Influence of flooded loessial overburden on the tunnel lining: case study. J Perform Constr Facil 31(6):04017108. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001100CrossRef

Lai JX, Qiu JL, Fan HB, Zhang Q, Hu ZN, Wang JB, Chen JX (2016) Fiber Bragg grating sensors-based in situ monitoring and safety assessment of loess tunnel. J Sens. https://doi.org/10.1155/2016/8658290CrossRef

Leng YQ, Peng JB, Wang S, Lu F (2021) Development of water sensitivity index of loess from its mechanical properties. En Ceol 280(3):105918. https://doi.org/10.1016/j.enggeo.2020.105918CrossRef

Liang DX, Jiang ZQ, Zhu SY, Sun Q, Qian ZW (2016) Experimental research on water inrush in tunnel construction. Nat Hazards 81(1):467–480. https://doi.org/10.1007/s11069-015-2090-2CrossRef

Li J, Shao S, Shao S (2019) Collapsible characteristics of loess tunnel site and their effects on tunnel structure. Tunn Undergr Space Technol Incorporating Trenchless Technol Res. https://doi.org/10.1016/j.tust.2018.08.035CrossRef

Lin H, Li G, Yu Y, Lu H (2007) Influence of matric suction on shear strength behavior of unsaturated soils. Rock Soil Mech 28:1931–1936. https://doi.org/10.16285/j.rsm.2007.09.034CrossRef

Li P, Li T, Fu Y (2014) In-situ observation on regularities of rainfall infiltration in loess. Cent South Univ: Sci Technol 45(10):3551–3560. https://doi.org/10.1007/978-3-319-09300-0_61CrossRef

Li P, Qiu W, Cheng Y, Lu F (2021) Application of 3D laser scanning in underground station cavity clusters. Adv. Civ. Eng 2021 (z2) 1–12. https://doi.org/10.1155/2021/8896363

Liu C, Li SC, Zhou Z, Li L, Wang K, Qin C (2019a) Model test study on spatial deformation law of surrounding rock for super-large section and shallow buried tunnels. Geotech Test J 42(3):703–724. https://doi.org/10.1520/GTJ20170243CrossRef

Liu C, Liu Y, Chen Y, Zhao C, Qiu J et al (2023) A state-of-the-practice review of three-dimensional laser scanning technology for tunnel distress monitoring. J Perform Constr Facil 37(2):03123001. https://doi.org/10.1061/JPCFEV.CFENG-4205CrossRef

Liu F, Ding W, Qiao Y (2019) An experimental investigation on the integral waterproofing capacity of polypropylene fiber concrete with fly ash and slag powder. Constr Build Mater 212:675–686. https://doi.org/10.1016/j.conbuildmat.2019.04.027CrossRef

Liu XJ (2022) Study of the deformation characteristics of surrounding Rock Mass and the Control Technology of Tunnel in Water-rich Loess. Lanzhou Jiaotong Univ. https://doi.org/10.27205/d.cnki.gltec.2022.000752CrossRef

Liu Z, Liu F, Ma F, Wang M, Bai X, Zheng Y et al (2015) Collapsibility, composition, and microstructure of loess in China. Can Geotech J 0285. https://doi.org/10.1139/cgj-2015-0285

Li YR, Zhao JG, Li B (2017) Loess and loess geohazards in China. CRC. https://doi.org/10.1201/9781315177281

Li Y, Shi W, Aydin A, Beroya-Eitner MA, Gao G (2019b) Loess genesis and worldwide distribution. Earth Sci Rev 201:102947. https://doi.org/10.1016/j.earscirev.2019.102947CrossRef

Li ZH, Ma EL, Lai JX (2024a) Tunnel deformation prediction during construction: An explainable hybrid model considering temporal and static factors. Computers & Structures 294:107276. https://doi.org/10.1016/j.compstruc.2024.107276CrossRef

Li JK, Li W,Lai JX, et al, (2024b) Response characteristics and anti-floating structure optimization analysis of metro tunnel in water rich stratum. KSCE J Civil Engineering.

Luo Y, Chen J, Gao S et al (2017) Stability analysis of super-large-section tunnel in loess ground considering water infiltration caused by irrigation. Environ Earth Sci 76:763. https://doi.org/10.1007/s12665-017-7106-7CrossRef

Ma J (2016) Conditions on the Application of Sprayable waterproofing Membrane in Tunnels under Sulfate Attack Environments. International Conference on Sustainable Energy & Environment Engineering 39–44

Mein RG, Larson CL (1973) Modeling infiltration during a steady rain. Water Resour Res 9(2):384–394. https://doi.org/10.1029/WR009i002p00384CrossRef

Muhammad NZ, Shafaghat A, Keyvanfar A, Majid M, Mccaffer R (2016) Tests and methods of evaluating self-healing efficiency of concrete: a review. Constr Build Mater 112:1123–1132CrossRef

Myctafaev (1984) Calculations of collapsible loess foundation and basis, Translated by Zhang Zhong-xing. Water Conservancy and Electric Power Press, Beijing

Qin YW, Chen YH, Lai JX (2024) Failures in loess slope-tunnel system: an overview of trigging sources acting mechanism and mitigation strategies. Engineering Failure Analysis 158:107996. https://doi.org/10.1016/j.engfailanal.2024.107996CrossRef

Qin YW, Qiu JL, Lai JX, Liu F, Wang L, Luo Y, Liu T (2022) Seepage characteristics in loess strata subjected to single point water supply. J Hydrol. https://doi.org/10.1016/J.JHYDROL.2022.127611CrossRef

Qiu JL, Fan FF, Zhang CP et al (2022) Response mechanism of metro tunnel structure under local collapse in loess strata. Environ Earth Sci 81. https://doi.org/10.1007/s12665-022-10256-5

Qiu JL, Liu DD, Zhao K, Lai JX, Wang XL, Wang ZC, Liu T (2024b) Influence spatial behavior of surface cracks and prospects for prevention methods in shallow loess tunnels in China. Tunn Undergr Space Technol 143:105453. https://doi.org/10.1016/j.tust.2023.105453CrossRef

Qiu JL, Liu YH, Qian XY, Ma C, Liu J, Liu T, Han HX, Ma PG (2024a) Guarantee rate statistics and product-moment correlation analysis of the optimal deformation allowance for loess tunnel in China. Environmental Earth Sciences. 83(2024). https://doi.org/10.1007/s12665-023-11263-w

Qiu JL, Qin YW, Lai JX, Wang K, Niu FY et al (2019) Structural response of the Metro tunnel under local dynamic water environment in loess strata. https://doi.org/10.1155/2019/8541959. Geofluids1–16

Qiu JL, Qin YW, Lai JX, Wang Q, Tang KJ (2023) Step effects of hydraulic pressure of Metro tunnels in loess under sudden high-pressure seepage. Chin J Geotech Eng 45(04):758–767

Qiu J, Lu Y, Lai J, Guo C, Wang K (2020) Failure behavior investigation of loess metro tunnel under local-high-pressure water environment. Eng Fail Anal 115:104631. https://doi.org/10.1016/j.engfailanal.2020.104631CrossRef

Shao SJ, Wang LQ, Shao S, Wang Q (2017) Structural yield and collapse deformation of loess. Chin J Geotech Eng 39(8):1357–1365. https://doi.org/10.11779/CJGE201708001CrossRef

Shi W (2022) Water migration characteristics and structural response of surrounding rock of underground subway tunnel in water rich loess stratum. https://doi.org/10.26976/d.cnki.gchau.2022.001924. Chang’an University

Su J, Bloodworth A (2019) Simulating composite behaviour in SCL tunnels with sprayed waterproofing membrane interface: a state-of-the-art review. Eng Struct 191(JUL15):698–710. https://doi.org/10.1016/j.engstruct.2019.04.067CrossRef

Sun J (2011) Loess Science (Part 2) -Loess Environment. Xian Map, Xi an

Sun W, Liang Q, Qin S, Yuan Y, Zhang T (2021) Evaluation of groundwater effects on tunnel engineering in loess. Bull Eng Geol Environ 80:947–1962. https://doi.org/10.1007/s10064-020-02095-0CrossRef

Sun Y, Zhao Y, Zhang DL (2018) Research on application of Waterborne Capillary crystalline waterproof material in tunnel Engineering. J China Railway Soc 40(03):137–145

Su XL,Zhang CP, Zou ZX, (2024) Influence of water rock interaction on stability of tunnel engineering. Polish J Environmental Studies.

Sweeney DJ (1982) Some in situ soil suction measurements in Hong Kong’s residual soil slopes. In Proceedings of the 7th Southeast Asian Regional Conference, Hong Kong 1 91–106

Tong X, Peng J, Zhu X (2017) Precipitation infiltration depth of rainfall in the loess area. Bull Soil Water Conserv 37(03):231–236

Tu XB, Kwong AKL, Dai FC et al (2009) Field monitoring of rainfall infiltration in a loess slope and analysis of failure mechanism of rainfal-induced landslides. Eng Geol 105(1/2):134–150. https://doi.org/10.1016/j.enggeo.2008.11.011CrossRef

Vogel T, Gerke HH, Zhang R et al (2000) Modeling flow and transport in a two-dimensional dual-permeability system with spatially variable hydraulic properties. J Hydrol 238:78–89. https://doi.org/10.1016/S0022-1694(00)00327-9CrossRef

Wang L, Li C, Qiu J, Wang K, Liu T, Li H (2020) Treatment and Effect of Loess Metro Tunnel under surrounding pressure and Water Immersion Environment. https://doi.org/10.1155/2020/7868157. Geofluids

Wang Y, Zheng S, Li Y, Wang Y, Huang Y (2021a) The failure characteristics around shallow buried tunnels under rainfall conditions. Geomatics Nat Hazards Risk 1. https://doi.org/10.1080/19475705.2021.1875058

Wang ZC, Cai YC, Fang Y, Lai JX, Han HX et al (2023a) Local buckling characteristic of hollow π-type steel-concrete composite support in hilly-gully region of loess tunnel. https://doi.org/10.1016/J.ENGFAILANAL.2022.106828. Engineering Failure Analysis (PA)

Wang ZC, Cai YC, Xie YL, Zhang MZ, Lai JX, Qiu JL, Liu T (2023b) Laboratory study on mechanical behavior of hollow π-type steel-concrete composite support in loess tunnel. Tunn Undergr Space Technol Press. https://doi.org/10.1016/j.tust.2023.105280CrossRef

Wang ZC, Xie YL, Liu HQ, Feng ZH (2021) Analysis on deformation and structural safety of a novel concrete-filled steel tube support system in loess tunnel. Eur J Environ Civ Eng 25(1):39–59. https://doi.org/10.1080/19648189.2018.1515665CrossRef

Wang ZC, Xie YL, Qiu JL, Zhang YW, Fan HB (2017) Field experiment on soaking characteristics of Collapsible Loess. Adv Mater Sci Eng. https://doi.org/10.1155/2017/6213871CrossRef

Wang Z, Guo Z, Li M (2000) Moisture movement characteristics in shallow unsaturated loess in semi-arid area. Arid Zone Res 17(2):1–7

Weng XL, Hou LL, Hu JB, Zhou RM (2023) An elastoplastic constitutive model for unsaturated loess with internal structure. Acta Geotech. https://doi.org/10.1007/s11440-023-02102-0CrossRef

Wu XP, Chu HD, Wang LM (2016) Comparative research on lower bound depth of collapse loess. Proc Institution Civil Engineers-Geotechnical Eng 169(1):67–72. https://doi.org/10.1680/jgeen.14.00145CrossRef

Yao Y, Zhang Y, Gao X, Huang H, Liu D, Hui X (2021) Study on permeability and collapsibility characteristics of sandy loess in northern Loess Plateau, China. J Hydrology (PA). https://doi.org/10.1016/J.JHYDROL.2021.126883CrossRef

Yuan PL, Zhang BD, Yang YT, Jiang TF, Li J, Qiu JL, He HJ (2023) Application of polymer cement repair mortar in underground engineering: a review. Case Stud Constr Mater 19:e02555. https://doi.org/10.1016/j.cscm.2023.e02555CrossRef

Zan WB, Lai JX, Zhang WJ (2024) Experimental and applied research on similar materials to granular mixtures for solid-liquid coupling model test of an underwater tunnel. Construction and Building Materials 416:135170. https://doi.org/10.1016/j.conbuildmat.2024.135170CrossRef

Zhang ZB, Peng XH (2015) A review of researches on soil cracks and their impacts on preferential flow. Acta Pedol Sin 52(3):477–488. https://doi.org/10.11766/trxb201409030446CrossRef

Zhang Z, Huang M, Pan Y, Li Z, Ma S, Zhang Y (2022) Time-dependent analyses for ground movement and stress field induced by tunnelling considering rainfall infiltration mechanics. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research. https://doi.org/10.1016/J.TUST.2022.104378

Zhang ZK, Song ZP, Lai JX (2024) Critical slowing down precursor information for the acoustic emission response characteristics of defective tuffs. Theoretical Appl Fracture Mech 129:104220. https://doi.org/10.1016/j.tafmec.2023.104220CrossRef

Zhao KY, Xu Q, Liu FZ, Zhang XL (2020) Seepage characteristics of preferential flow in loess. Chin J Geotech Eng 42(05):941–950. https://doi.org/10.11779/CJGE202005017CrossRef

Zhao ZH, Sun H, Zhang NX, Xing TH, Cui GH, Lai JX, Liu T, Bai YB, He HJ (2024) Application of unmanned aerial vehicle tilt photography technology in geological hazard investigation in China. Natural Hazards. https://doi.org/10.1007/s11069-024-06611-3.

Titel: Analysis of loess water migration regularity and failure response of tunnel structure under rainfall environment
verfasst von: Kunjie Tang
Dedi Liu
Shaohua Xie
Junling Qiu
Jinxing Lai
Tong Liu
Yong Fang
Publikationsdatum: 01.06.2024
Verlag: Springer Berlin Heidelberg
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 6/2024
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-024-03715-9

Strength assessment of sand stabilized with synthetic polymer and natural fibers

Original Paper

Landslide identification and deformation monitoring analysis in Xining City based on the time series InSAR of Sentinel-1 a with ascending and descending orbits

Original Paper

Stability analysis and failure mechanism of the hanging wall in a sublevel caving mine based on microseismic monitoring

Original Paper

Velocity field and outflow discharge behavior in overtopping dam-break of an iron mine tailings dam: a model test

Original Paper

Landslide susceptibility mapping and sensitivity analysis using various machine learning models: a case study of Beas valley, Indian Himalaya

Original Paper

New approach for predicting time-dependent deformation of shale rock: a modified fractional-order creep constitutive model

Original Paper