Abstract
In order to obtain the seepage law of natural loess joint, this paper puts forward a set of methods for getting the natural loess joint and processing standard triaxial specimens to test its permeability coefficient on the basis of a large number of site experiments. By designing contrast experiment, the permeability coefficient of each sample is measured by making use of Global Digital System (GDS) triaxial osmotic instrument. The experiment results are shown as follows: (1) The permeability coefficient of complete sample is about 2.23–3.58 × 10−6 cm/s and it is about 85–360 × 10−6 cm/s when it includes joint, the existence of joint greatly enhances the seepage ability of loess mass. (2) When the loess joint shares same average opening, its permeability coefficient is slightly lower than the artificial joint because the large fluctuation and certain contact area of natural joint. (3) Loess and joints can produce a certain amount of water exchange, which improves the whole penetration ability significantly.
This is a preview of subscription content, log in via an institution.
Buying options
Tax calculation will be finalised at checkout
Purchases are for personal use only
Learn about institutional subscriptionsReferences
Wang, J.M., Ni, Y.L., Sun, J.Z.: A study on structural joints in loess and its practical applications. J. Eng. Geol. 2(4), 31–42 (1994). (in Chinese)
Ni, Y.L., An, Y.Q., Wang, J.M.: Soil and water loss and loess structure joint in Luochuanyuan. J. Soil Water Conserv. 7(3), 26–31 (1993). (in Chinese)
Wang, Z.G., Kang, G.J., Ma, C.W., et al.: Exploring about formation mechanism of loess vertical joints. Sci. China (series B) 23(7), 765–770 (1993). (in Chinese)
Li, T.L., Wang, H., Fu, Y.K., Liang, Y.: Test simulation on the forming mechanism of loess vertical joints. J. Earth Sci. Environ. 36(2), 127–134 (2014). (in Chinese)
Luo, J., Xiang, W.W., Yun, G., Wang, Y.: Experimental study on formation of loess vertical joints in northern Shaanxi Province. J. Yangtze River Sci. Res. Inst. 27(3), 38–41 (2010). (in Chinese)
Zhong, S.H.: Influence of included tectonic joints on stability of tunnels in the loess. Chin. J. Geotech. Eng. 5(11), 68–77 (1983). (in Chinese)
Tsang, Y.W., Tsang, C.F.: Channel model of flow through fractured media. Water Resour. Res. 23(3), 467–479 (1987)
Xia, C.C., Qian, X., Lin, P., Xiao, W.M.: Experimental investigation of nonlinear flow characteristics of real rock joints under different contact conditions. J. Hydraul. Eng. 143(3) (2016)
Su, B.Y., Zhan, M.L., Zhao, J.: Study on fracture seepage in the imitative nature rock. Chin. J. Geotech. Eng. 17(5), 19–24 (1995). (in Chinese)
Du, Z.D., Zhao, Y.J., Cheng, J.R.: Research on the seepage test of unsaturated loess. Hydrogeol. Eng. Geol. 24(2), 50–51 (1997). (in Chinese)
Luo, Y., Wang, T.H., Liu, X.J., Zhang, H.: Laboratory study on shear strength of loess joint. Arab. J. Sci. Eng. 39(11), 7549–7554 (2014). (in Chinese)
Luo, Y., Wang, T.H., Wang, J.J.: Finite element seepage flow model for unsaturated loess with joints. J. Eng. Geol. 22(6), 1115–1122 (2014)
Zhang, C., Tu, S., Zhang, L., Chen, M.: A study on effect of seepage direction on permeability stress test. Arab. J. Sci. Eng. 41(11), 1–14 (2016)
Wang, T.H., Luo, Y., Zhang, H.: Two-dimensional steady flow rate equation for loess joints. Chin. J. Geotech. Eng. 35(6), 1115–1120 (2013). (in Chinese)
Xia, C.C., Wang, W., Cao, S.D.: Flow characteristics of joints under different contact conditions. Rock Mech. Rock Eng. 29(7) (2010). (in Chinese)
Wang, Y., Su, B., Xu, Z.: Comment on the models of seepage flow in fractured rock masses. Adv. Water Sci. 7(3), 276–282 (1996). (in Chinese)
Barenblatt, G.I., Zheltov, I.P., Kochina, I.N.: Basic concepts in the theory of seepage of homogeneous liquids in fissured rocks [strata]. J. Appl. Math. Mech. 24(5), 1286–1303 (1960)
Warren, J.E., Root, P.J.: The behavior of naturally fractured reservoirs. Soc. Pet. Eng. J. 3(3), 245–255 (1963)
Zhou, C.B., Xiong, W.L.: A generalized cubic law for percolation in rock joints. Rock Soil Mech. 17(4), 1–7 (1996). (in Chinese)
Luo, Y.: Stress and Seepage Properties of Loess Joint. Xi’an University of Architecture and Technology (2014) (in Chinese)
Acknowledgements
This paper is funded by the National Natural Science Foundation of China (Grant no. 51408464).
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 Springer International Publishing AG, part of Springer Nature
About this paper
Cite this paper
Liu, X., Kong, Q., Zheng, X. (2019). Experimental Study on the Seepage Feature of Natural Loess Joint. In: Fatahi, B., Mwanza, A., Chang, D. (eds) Sustainable Design and Construction for Geomaterials and Geostructures. GeoChina 2018. Sustainable Civil Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-319-95753-1_7
Download citation
DOI: https://doi.org/10.1007/978-3-319-95753-1_7
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-95752-4
Online ISBN: 978-3-319-95753-1
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)