Abstract
Although there have been a lot of studies on landslides in geologic hazards in China, the study on tuff landslides in southeast coastal areas is relatively lack. In view of this, based on the landslide of Xiageliao Mountain in Jinshui Village, Zhenbu Township, Qingtian County, by using automatic monitoring technology and analyzing the monitoring data of landslide deformation and rainfall, the deformation law and influencing factors of tuff landslide are discussed, which provides a basis for landslide stability analysis and landslide geologic hazards warning. The results show that: (1) tuff belongs to volcanic ash composition, with physical properties such as unstable mineral composition, high porosity and permeability, and easy fracture of thin layers, resulting in its strength and stability varying with water content. (2) The sliding deformation is mainly concentrated in the parts below the “primary and secondary platforms” (Zone I); The deformation of parts above “Level 1 and Level 2 platforms” (Zone II) is relatively small; There is basically no deformation in the trailing edge crack area (Zone III). (3) The overall annual movement speed of Xiageliao landslide is 10–15 cm/a. Affected by continuous rainfall or heavy rainstorm, the deformation curves of division I and II show a stepped evolution feature, that is, obvious growth occurs first, then gradually returns to stability, and the overall deformation is slow. (4) The total deformation amount is positively correlated with the sum of rainfall 15 days before the initiation of accelerated deformation and during accelerated deformation; the duration of deformation is positively correlated with the rainfall 10 days before the accelerated deformation stops.
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References
Astm, D6817/D6817M-15 (2013) Standard specification for rigid cellular polystyrene geofoam
Aytekin M (1997) Numerical modeling of EPS geofoam used with swelling soil. Geotext Geomembr 15(1/2/3):133–146. https://doi.org/10.1016/S0266-1144(97)00010-1
Berti M, Simoni A (2010) Field evidence of pore pressure diffusion in clayey soils prone to landsliding. J Geophys Res 115(F3):F03031. https://doi.org/10.1029/2009JF001463
Camera C, Bajni G, Corno I, Ratta M, Stevenazzi S, Apuani T (2021) Introducing intense rainfall and snowmelt variables to implement a process-related non-stationary shallow landslide susceptibility analysis. Sci Total Environ. https://doi.org/10.1016/j.scitotenv.2021.147360
Chen KS, Wang QQ, Jiang H (2020) Research on monitoring technology of high slope at the exit of a tunnel. J Guizhou Univ (natural Science Edition). 37(06):13–19. https://doi.org/10.15958/j.cnki.gdxbzrb.2020.06.02
Chen XD, Feng L, Wang JJ, Guo SS, Xu YF (2022) Triaxial compression mechanical properties and damage evolution law of tuff of Badantolu Hydropower Station after high-temperature treatment. J Cent South Univ (natural Science Edition) 53(07):2594–2605
Cui Y, Kong JM, Ni ZQ, Sun F, Cai Q (2011) Key control mechanism and typical case analysis of heavy rainfall in landslide development. Disaster Sci 26(03):13–17. https://doi.org/10.3969/j.issn.1000-811X.2011.03.003
Dasaka SM, Gade VK (2018) Effect of long-term performance of EPS geofoam on lateral earth pressures on retaining walls. Dev Geotech Eng. https://doi.org/10.1007/978-981-10-7721-0_15
Ertugrul OL, Aurelian C (2013) Trandafir Lateral earth pressures on flexible cantilever retaining walls with deformable geofoam inclusions. Eng Geol. https://doi.org/10.1061/(ASCE)0899-1561(2010)22:2(160)
Fan HB, Liu T, Zhang SY, He HJ, Zhu ZG, Zhu YQ, Gao XQ (2022) Effects of jet grouting piles on loess tunnel foundation with centrifugal model tests. Int J Geomech. https://doi.org/10.1061/IJGNAI/GMENG-8078
Fang Q, Liu X, Zeng KH, Zhang XD, Zhou MZ, Du JM (2022) Centrifuge modelling of tunnelling below existing twin tunnels with different types of support. Underground Space. 2022. https://doi.org/10.1016/j.undsp.2022.02.007
Feng ZJ, Jiang G, Wang FC, Long HS, Fan Z, Hu TG (2021) Stability analysis of secondary excavation of tuff high slope and optimization of protection technology. J Yangtze River Acad Sci 38(02):59–66. https://doi.org/10.11988/ckyyb.20191368
Feng WK, Jia BZ, Wu YY, Wu ZT, Bai HL (2022) Characteristics and disaster mechanism of typical landslide debris flow chain in low mountain and hilly areas. Chin J Geol Hazards Prev 33(01):35–44. https://doi.org/10.16031/j.cnki.issn.1003-8035.2022.01-05
Guo ZH, Jian WB, Liu QL, Nie W (2021) Study on slope rainfall infiltration analysis and infiltration model based on field prototype test. Geotech Mech 42(06):1635–1647. https://doi.org/10.16285/j.rsm.2020.1557
Hou LL, Weng XL, Hu JB, Zho RM (2022) Undrained semi-analytical solution for cylindrical cavity expansion in anisotropic soils under biaxial stress conditions. J Rock Mech Geotech Eng. https://doi.org/10.1016/j.jrmge.2022.07.005
Huang RQ (2007) Large scale landslides in China since the 20th century and their occurrence mechanism. J Rock Mech Eng 03:433–454
Huang K, Sun YW, He J, Huang XQ, Jiang M, Li YJ (2021) Comparative study on grouting protection schemes for shield tunneling to adjacent viaduct piles. Adv Mater Sci Eng. https://doi.org/10.1155/2021/5546970
Li GM, Xu SG, Wang YJ, Tu SY (2016) Study on instability mechanism and reinforcement measures of fill landslide under heavy rainfall. J China Acad Water Resour Hydropower Sci 14(02):103–109. https://doi.org/10.13244/j.cnki.jiwhr.2016.02.004
Li XC, Ye JW, Li G, Li J (2018) Elman neural network dynamic prediction based on landslide monitoring data. Coal Field Geol Explor 46(03):113–120+126. https://doi.org/10.3969/j.issn.1001-1986.2018.03.019
Li W, Zhang CP, Zhang DL, Ye ZJ, Tan ZB (2022a) Face stability of shield tunnels considering a kinematically admissible velocity field of soil arching. J Rock Mech Geotech Eng 14(2):22. https://doi.org/10.1016/j.jrmge.2021.10.006
Li Y, Li MX, Li JZ, Shi Y (2022b) Research on the influence of grinding on the performance of volcanic ash tuff [J/OL]. J Yangtze Acad Sci 1-7–10-10. http://kns.cnki.net/kcms/detail/42.1171.TV.20220429.1145.013
Li YH, Xu XY, Zhang JF, Chen S, Bai J, Liu WB, Wang QY (2022c) Formation conditions of organic rich mixed shale in fault depressed lake basin during volcanic activity period: take organic rich shale in Shahezi Formation of Lishu fault depression in southern Songliao Basin as an example. Geoscience 47(05):1728–1747. https://doi.org/10.3799/dqkx.2022.015
Li ZQ, Lai JX, Ren ZD, Shi YF, Kong XG (2022d) Failure mechanical behaviors and prevention methods of shaft lining in China. Eng Fail Anal 2023:143(PA). https://doi.org/10.1016/J.ENGFAILANAL.2022.106904
Lin LK, Chen LH, Chen RHL (2010) Evaluation of geofoam as a geotechnical construction material. J Mater Civ Eng 22(2):160–170. https://doi.org/10.1061/(ASCE)0899-1561(2010)22:2(160)
Liu CZ (2000) Discussion on geological disaster early warning engineering system. Hydrogeol Eng Geol (4):1–4. https://doi.org/10.16030/j.cnki.issn.1000-3665.2000.04.001
Liu XG, Zhang WP, Gu XL,Ye ZW (2023) Assessment of fatigue life for corroded prestressed concrete beams subjected to high-cycle fatigue loading. J Struct Eng 2013:149(2). https://doi.org/10.1061/JSENDH.STENG-11663
Martin CD, Kaiser PK, Mccreath DR (1999) Hoek-Brown Parameters for predicting the depth of brittle failure around tunnels. NRC Research Press, Ottawa. https://doi.org/10.7939/R30P0WR5S
Palis E, Thomas L, Tric E, Malet JP, Vidal M (2017) Long-term monitoring of a large deep-seated landslide (La Clapiere, South-East French Alps): initial study. Landslides. https://doi.org/10.1007/s10346-016-0705-7
Qin YW, Qiu JL, Lai JX, Liu FY, Wang LX, Luo YB, Liu T (2022a) Seepage characteristics in loess strata subjected to single point water supply. J Hydrol 609:127611. https://doi.org/10.1016/j.jhydrol.2022.127611
Qin YW, Lai JX, Yang T, Zan WB, Feng ZH, Liu T (2022b) Failure analysis and countermeasures of a tunnel constructed in loose granular stratum by shallow tunnelling method. Eng Fail Anal 2022:140. https://doi.org/10.1016/j.engfailanal.2022.106667
Qin YW, Lai JX, Li C, Fan FF, Liu T (2023a) Negative pressure testing standard for welded scar airtightness of waterproofing sheet for tunnels: Experimental and numerical investigation. Tunnel Underground Space Technol 133:104930. https://doi.org/10.1016/j.tust.2022.104930
Qin YW, Lai JX, Cao XY, Zan WB, Feng ZH, Xie YL, Zhang WM (2023b) Experimental study on the collapse evolution law of unlined tunnel in Boulder-Cobble mixed formation. Tunnel Underground Space Technol 105164. https://doi.org/10.1016/j.tust.2023.105164
Ren KY, Yao X, Zhao XM, Zhou ZK, Li LJ (2020) Prediction of landslide instability and failure based on three monitoring data of time series InSAR, GPS and image migration measurement. J Rock Mech Eng 39(S2):3421–3431. https://doi.org/10.13722/j.cnki.jrme.2019.1095
Ren GL, Fu YH, Li LY (2021) Review of research on monitoring and early warning of slope engineering disasters. J Inst Disaster Prev Sci Technol 23(01):6–16. https://doi.org/10.3969/j.issn.1673-8047.2021.01.002
Rolando P, Orense S, Shimoma K, Maeda I, Towhata (2004) Instrumented model slope failure due to water seepage. J Nat Disaster Sci. https://doi.org/10.2328/jnds.26.15
Shi ZN, Qi SX, Fu HY, Zeng L, He ZM, Fang RM (2020) Study on water content distribution and shallow stability of soil slope under rainfall infiltration. Geotech Mech 41(03):980–988+1085. https://doi.org/10.16285/j.rsm.2019.0474
Shuai HY, Zhao JQ (2021) Study on groundwater characteristics of tuff landslide on reservoir bank under rainfall conditions. Resour Environ Eng 35(05):696–701
Sun H, Liu YH, Jiang TF, Liu T, Liu DD (2023) Application of dust control method based on water medium humidification in tunnel drilling and blasting construction environment. Build Environ 2023,234. https://doi.org/10.1016/J.BUILDENV.2023.110111
Tang YM, Zhang MS, Xue Q, Bi JB (2012) Research status and comments on landslide monitoring and early warning at home and abroad. Geol Rev 58(03):533–541. https://doi.org/10.16509/j.georeview.2012.03.016
Tu SQ, Li W, Zhang CP, Chen W (2023) Effect of inclined layered soils on face stability in shield tunneling based on limit analysis. Tunn Undergr Sp Technol. https://doi.org/10.1016/j.tust.2022.104773
Wang Y, Li X, Zhang B, Li M (2013) Study on dynamic evolution of landslide progressive failure under rainfall. J Water Resour 44(04):416–425. https://doi.org/10.13243/j.cnki.slxb.2013.04.001
Wang ZC, Cai YC, Fang Y, Lai JX, Kong XG (2023) Local buckling characteristic of hollow π-type steel-concrete composite support in hilly-gully region of loess tunnel. Eng Fail Anal 143:106828. https://doi.org/10.1016/j.engfailanal.2022.106828
Wang XH, Hou X, Gan L, Wang Y, Bian QH, Zhang JP (2022) Evaluation of pozzolanic activity and hydration performance of tuff rock powder in composite cementitious materials. Mater Bull 36(16):147–154. https://doi.org/10.11896/cldb.22040394
Wen HJ, Zhang YY, Fu HM, Xie P, Hu J (2018) Research progress on the instability mechanism and stability evaluation methods of rainfall induced landslides. J China Highw Eng. 31(02):15–29+96. https://doi.org/10.19721/j.cnki.1001-7372.2018.02.002
Weng XL, Li H, Hu JB, Li L, Xu LF (2022) Behavior of saturated remolded loess subjected to coupled change of the magnitude and direction of principal stress. Int J Geomech. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002612
Wu LQ, Zhang F, Ling XC, Zhu ZY, Wang L, Gao X (2009) Stability analysis of high mountain slope in Pingtou Village, Wuyi, Zhejiang under heavy rainfall. J Rock Mech Eng 28(06):1193–1199. https://doi.org/10.11988/ckyyb.20191368
Wu K, Shao ZS, Qin S, Zhao NN, Chu ZF (2021) An improved non-linear creep model for rock applied to tunnel displacement prediction. Int J Appl Mech 13:2150094. https://doi.org/10.1142/S1758825121500940
Wu YC, Xu JY, Zhang Y, Zhao YH, Zhang XY (2022) Study on the adhesion performance of tuff asphalt mixture in water environment. Highway 67(04):305–310
Wu K, Shao ZS, Jiang YL, Zhao NN, Qin S, Chu ZF (2023a) Determination of stiffness of circumferential yielding lining considering the shotcrete hardening property. Rock Mech Rock Eng 56:3023–3036. https://doi.org/10.1007/s00603-022-03122-0
Wu K, Sharifzadeh M, Shao ZS, Zheng XM, Zhao NN, Yang YZ (2023b) Analytical model for soft rock tunnel with large deformation using stiff and yielding lining solutions. Int J Geomech 23:1–12. https://doi.org/10.1061/IJGNAI.GMENG-8483
Xu XT, Jian WB, Wu NS, Xu X, Liu JL (2018) Characteristics of unsaturated seepage in slope under the influence of rainfall infiltration. Earth Sci 43(03):922–932. https://doi.org/10.3799/dqkx.2017.580
Xu SS, Nowamooz H, Lai JX Liu HT (2022) Mechanism, influencing factors and research methods for soil desiccation cracking: a review. European J Environ Civil Eng. https://doi.org/10.1080/19648189.2022.2130437
Xu J, Wang XZ, Zhang QW, Chen CC, Chen Y (2021) Experimental study on damage evolution of tuff in different water bearing states. J Min Saf Eng 38(06):1189–1197+1209. https://doi.org/10.13545/j.cnki.jmse.200.0396
Xu YF, Cheng Y, Tang HH (2022) Instability characteristics of expansive soil slope and standardization of its prevention and control technology. J Cent South Univ (natural Science Edition) 53(01):1–20
Xue Q, Zhang MS (2018) Monitoring and early warning and deformation characteristics of Yan’an yantu’an landslide. Geol Northwest China 51(02):220–226. https://doi.org/10.3969/j.issn.1009-6248.2018.02.029
Yang CS, Kang Y, Zhang Q, Peng JB, Zhao CY (2016) Small-scale loess landslide monitoring with small baseline subsets interferometric synthetic aperture radar technique-case study of Xingyuan landslide, Shaanxi, China. J Appl Remote Sens 10(2):026030-1–026030-14. https://doi.org/10.1117/1.JRS.10.026030
Yang ZJ, Wang LY, Shi LL, Fu XL, Liu SH, Qiao JP (2020) Research on multi index monitoring and early warning methods for rainfall landslide. J Rock Mech Eng 39(02):272–285. https://doi.org/10.13722/j.cnki.jrme.2019.0354
Yinglan A, Wang GQ, Sun WC, Xue BL, Kiem A (2018) Stratification response of soil water content during rainfall events under different rainfall patterns. Hydrol Process. https://doi.org/10.1002/hyp.13250
You QS, Zhang XY, Li XY, Xie GS (2022) The influence of tuff rock powder on the performance of hydraulic pumping concrete. J Changjiang Acad Sci 1-7–10-10. https://doi.org/10.16285/j.rsm.2015.S1.028, http://kns.cnki.net/kcms/detail/42.1171.TV.20220321.1346.006
Zhang J, Han TC, Dou HQ, Ma SG (2014) Slope safety analysis based on layered assumed infiltration model. J Cent South Univ (natural Science Edition) 45(09):3211–3218
Zhang CP, Han KH, Zhang DL (2015) Face stability analysis of shallow circular tunnels in cohesive-frictional soils. Tunn Undergr Sp Technol 50:345–357. https://doi.org/10.1016/j.tust.2015.08.007
Zhao JQ (2020) Research on comprehensive investigation system of large deep tuff landslide. Railw Constr Technol 10:75–78. https://doi.org/10.3969/j.issn.1009-4539.2020.10.018
Zhao XM, Jun WX, Wang N, Lei XJ (2020) Prediction model of characteristic aggregation decision tree of rainfall type landslide disaster. Disaster Sci 35(01):27–31
Zheng MX, Li F, Cao GZ (2012) Study on microstructure and swelling mechanism of Lancang high swelling tuff. J Kunming Univ Sci Technol (natural Science Edition) 37(05):5–10
Zhou H, Liu LJ, Wang DL, Li P, Gao W, Zhou QJ, Yang QL (2016) Application of landslide monitoring system in landslide monitoring of Shanhou village, beichangshan Island. Acta Oceanogr Sin 38(01):124–132
Acknowledgements
This work is financially supported by the Construction Science and Technology Project of Xi'an (No. SZJJ2019-23) and the Project on Social Development of Shaanxi Provincial Science and Technology Department (No. 2021SF-513), the National Natural Science Foundation of China (No. 51978066; No.52278393).
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KW: conceptualization, investigation, data curation, writing. YL: methodology, funding acquisition, supervision, review, prepared Figs. 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 and 13. ZL: data curation, investigation, validation. FL: literature, investigation, validation. CM: data curation, monitor. YC: investigation, monitor. TL: investigation, monitor.
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Wang, K., Liu, Y., Li, Z. et al. Rainfall deformation characteristics and influencing factors for a large deep level landslide in tuff grounds in Zhejiang, China. Environ Earth Sci 82, 279 (2023). https://doi.org/10.1007/s12665-023-10951-x
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DOI: https://doi.org/10.1007/s12665-023-10951-x