International Journal of Frontiers in Engineering Technology, 2021, 3(5); doi: 10.25236/IJFET.2021.030503.
Yunbo Zhang1, Haidong Jiang2
1Guizhou Geological Exploration Institute of General Administration of Sinochem Geological Mine, Guiyang 563100, China
2Guizhou Institute of Technology, Guiyang 550081,China
In order to study the influence of seepage on high slope stability, the impact of drainage hole blockage on slope stability is analyzed by in-situ test technology, near-field photogrammetry and indoor test and numerical simulation.According to the groundwater monitoring of the water meter and pore pressure meter, when the drainage hole blockage exceeds 80%, the pore water pressure increases by about 13m, by 25kPa; is monitored by the steel gauge and anchor gauge. When the drainage hole blockage exceeds 80%, the shear force of the slope anti-sliding pile increases by 20%, about 30kN; analyzes the slope deformation by the near-view photography technique, when the drainage hole blockage exceeds 80%, and the slope deformation of 44mm, exceeds the slope deformation warning value of 30mm,.After theoretical calculation and numerical simulation analysis, the groundwater level and support structure under different blockage conditions. Numerical simulation results show that when the drainage hole is less than 60%, the supporting structure and slope deformation grow linearly, while when the blockage degree exceeds 80%, the support structure increases sharply, and according to the finite element strength, when the blockage degree exceeds 60%, the slope stability coefficient decreases sharply and the risk of instability.
High side slope, In-situ test technology, Near-field photogrammetry technology, Seepage pressure gauge, Rebar dynamometer, Anchor cable axle force gauge, Numerical simulation
Yunbo Zhang, Haidong Jiang. Analysis of High Slope Seepage Influence Based on Multi-scale Measurement Data. International Journal of Frontiers in Engineering Technology (2021), Vol. 3, Issue 5: 17-29. https://doi.org/10.25236/IJFET.2021.030503.
 Quan Cao, Qingming Li, Wei Xiang , etc.Study on automatic monitoring of foundation pit excavation on adjacent existing subway tunnels [J].Geotechnical Journal, 2012,34 (S1): 552-556.
 Jiachun Li .Method and index of rainfall disaster evaluation on road slope [D].Changan University, 2005.
Runqiu Huang.Dynamic process and stability control of rock high slope development [J].Journal of Rock mechanics and Engineering, 2008, (08): 1525-1544.
 PFDESCOLL A，CORZO A，ALVAREZ E, et al.The effect of primary treatment and flow regime on clogging development in horizontal subsurface flow constrected wetlands:An experimental evaluation[J].Water research, 2011,45(12):3579-3589.
 HUA G F, ZENG Y T，ZHOU Z W, et al. Applying a resting operation to alleviate bioclogging in vertical flow constructed wetlands:An experimental lab evaluation[J].Journal of Environmental Management, 2014,136(8):47-53.
 MORVANNOU A，FORQUET N, VANCLOOSTER M, et al. Characterizing hydraulic properties of filter material of a vertical flow constructed wetland[J].Ecological Engineering, 2013,60:325-335.
 Zhuo Zhou.Research on mechanism and suggestion of tunnel drainage pipe by groundwater seepage in karst areas [D].Changan University, 2015.
 LI Y K，LlU Y Z, Ll G B, et al.Surface topographic characteristics of suspended particulates in reclaimed wastewater and effects on clogging in labyrinth drip irrigation emitters[J].Irrigation Scicncc,2012,30(1):43-56.
 Yanfang Liu, Pute Wu, Derlan Zhu, etc.Effect of hardness of drip irrigation conditions on drip blockage [J].Journal of Agricultural Engineering, 2015, (20): 95-100.
 Richardson J L, Vepraskas M J.Wetland soil: genesis,hydrology, landscapes and classification [M].Boca Raton, FL: C R C Press, 2000
 A.CASELLES - Osorio, J.Garcia.Effect of physico - chemical pretreatment on the removal efficiency of horizontal subsurface - flow constructed wetlands [J].Environ.Polltu, 2007, 145:55 - 63
 Wang Enzhi , Hongtao Wang, Xudong Deng."Pipe replacing hole" -drainage hole simulation method [J].Journal of Rock mechanics and Engineering, 2001,03:346-349.