[1] Aleotti, P., 2004. A Warning System for Rainfall-Induced Shallow Failures. Engineering Geology, 73(3/4):247–265. https://doi.org/10.1016/j.enggeo.2004.01.007
[2] Cao, L., Zhang, H., Chen, Y., 2017. Hydraulic Properties Analysis of the Unsaturated Cracked Soil. Journal of Shanghai Jiaotong University (Science), 22(1):35–44. https://doi.org/10.1007/s12204-017-1796-6
[3] Chen, T. L., Zhou, C., Wang, G. L., et al., 2018. Centrifuge Model Test on Unsaturated Expansive Soil Slopes with Cyclic Wetting-Drying and Inundation at the Slope Toe. International Journal of Civil Engineering, 16(10):1341–1360. https://doi.org/10.1007/s40999-017-0228-1
[4] Dong, S. C., Samsonov, S., Yin, H. W., et al., 2018. Two-Dimensional Ground Deformation Monitoring in Shanghai Based on SBAS and MSBAS InSAR Methods. Journal of Earth Science, 29(4):960–968. https://doi.org/10.1007/s12583-017-0955-x
[5] Fan, Q. Y., Liu, J. Q., Yang, D. S., et al., 2016. Model Test Study of Expansive Rock Slope under Different Types of Precipitation. Rock and Soil Mechanics, 37(12):3401–3409 (in Chinese with English Abstract) http://en.cnki.com.cn/Article_en/CJFDTotal-YTLX201612008.htm
[6] Greve, A., Andersen, M. S., Acworth, R. I., 2010. Investigations of Soil Cracking and Preferential Flow in a Weighing Lysimeter Filled with Cracking Clay Soil. Journal of Hydrology, 393(1/2):105–113. https://doi.org/10.1016/j.jhydrol.2010.03.007
[7] Huang, C. C., Ju, Y. J., Hwu, L., et al., 2009. Internal Soil Moisture and Piezometric Responses to Rainfall-Induced Shallow Slope Failures. Journal of Hydrology, 370(1/2/3/4):39–51. https://doi.org/10.1016/j.jhydrol.2009.02.051
[8] Hudacsek, P., Bransby, M. F., Hallett, P. D., et al., 2009. Centrifuge Modelling of Climatic Effects on Clay Embankments. Proceedings of the Institution of Civil Engineers-Engineering Sustainability, 162(2):91–100. https://doi.org/10.1680/ensu.2009.162.2.91
[9] Iqbal, J., Dai, F. C., Hong, M., et al., 2018. Failure Mechanism and Stability Analysis of an Active Landslide in the Xiangjiaba Reservoir Area, Southwest China. Journal of Earth Science, 29(3):646–661. https://doi.org/10.1007/s12583-017-0753-5
[10] Jia, G. W., Zhan, T. L. T., Chen, Y. M., et al., 2009. Performance of a Large-Scale Slope Model Subjected to Rising and Lowering Water Levels. Engineering Geology, 106(1/2):92–103. https://doi.org/10.1016/j.enggeo.2009.03.003
[11] Kim, M. S., Onda, Y., Uchida, T., et al., 2018. Effect of Seepage on Shallow Landslides in Consideration of Changes in Topography:Case Study Including an Experimental Sandy Slope with Artificial Rainfall. CATENA, 161:50–62. https://doi.org/10.1016/j.catena.2017.10.004
[12] Li, L. Q., Ju, N. P., Guo, Y. X., 2017. Effectiveness of Fiber Bragg Grating Monitoring in the Centrifugal Model Test of Soil Slope under Rainfall Conditions. Journal of Mountain Science, 14(5):936–947. https://doi.org/10.1007/s11629-016-4163-4
[13] Li, Z., He, Y. J., Li, H. E., et al., 2016. Model Test on Slope Landslides under Antecedent Rainfall. Journal of Hohai University (Natural Sciences), 44(5):400–405. https://doi.org/10.3876/j.issn.1000-1980.2016.05.004 (in Chinese with English Abstract)
[14] Lim, T. T., Rahardjo, H., Chang, M. F., et al., 1996. Effect of Rainfall on Matric Suction in a Residual Soil Slopes. Canadian Geotechnical Journal, 33(2):618–628. https://doi.org/10.1139/cgj-33-4-618
[15] Lourenço, S. D. N., Sassa, K., Fukuoka, H., 2006. Failure Process and Hydrologic Response of a Two Layer Physical Model:Implications for Rainfall-Induced Landslides. Geomorphology, 73(1/2):115–130. https://doi.org/10.1016/j.geomorph.2005.06.004
[16] Lu, P., Wu, H. B., Qiao, G., et al., 2015. Model Test Study on Monitoring Dynamic Process of Slope Failure through Spatial Sensor Network. Environmental Earth Sciences, 74(4):3315–3332. https://doi.org/10.1007/s12665-015-4369-8
[17] Pan, Y. H., Chen, J. P., Wu, L. Q., et al., 2017. Evolution Mechanism and Rainfall Warning Criteria for Maijianwo Slope in Henan Province, China. Geotechnical and Geological Engineering, 35(1):183–194. https://doi.org/10.1007/s10706-016-0096-5
[18] Rö mkens, M. J. M., Prasad, S. N., 2006. Rain Infiltration into Swelling/Shrinking/Cracking Soils. Agricultural Water Management, 86(1/2):196–205. https://doi.org/10.1016/j.agwat.2006.07.012
[19] Schilirò, L., Montrasio, L., Mugnozza, G. S., 2016. Prediction of Shallow Landslide Occurrence:Validation of a Physically-Based Approach through a Real Case Study. Science of the Total Environment, 569/570:134–144. https://doi.org/10.1016/j.scitotenv.2016.06.124
[20] Seboong, O., Lu, N., 2015. Slope Stability Analysis under Unsaturated Conditions:Case Studies of Rainfall-Induced Failure of Cut Slopes. Engineering Geology, 184:96–103. https://doi.org/10.1016/j.enggeo.2014.11.007
[21] Sun, H. Y., Zhong, J., Zhao, Y., et al., 2013. The Influence of Localized Slumping on Groundwater Seepage and Slope Stability. Journal of Earth Science, 24(1):104–110. https://doi.org/10.1007/s12583-013-0307-4
[22] Tsai, T. L., Chiang, S. J., 2013. Modeling of Layered Infinite Slope Failure Triggered by Rainfall. Environmental Earth Sciences, 68(5):1429–1434. https://doi.org/10.1007/s12665-012-1840-7
[23] Tsai, T. L., Yang, J. C., 2006. Modeling of Rainfall-Triggered Shallow Landslide. Environmental Geology, 50(4):525–534. https://doi.org/10.1007/s00254-006-0229-x
[24] Wang, R., Zhang, G., Zhang, J. M., 2010. Centrifuge Modelling of Clay Slope with Montmorillonite Weak Layer under Rainfall Conditions. Applied Clay Science, 50(3):386–394. https://doi.org/10.1016/j.clay.2010.09.002
[25] Wu, L. Z., Huang, R. Q., Xu, Q., et al., 2015. Analysis of Physical Testing of Rainfall-Induced Soil Slope Failures. Environmental Earth Sciences, 73(12):8519–8531. https://doi.org/10.1007/s12665-014-4009-8
[26] Wu, L. Z., Zhang, L. M., Zhou, Y., et al., 2018. Theoretical Analysis and Model Test for Rainfall-Induced Shallow Landslides in the Red-Bed Area of Sichuan. Bulletin of Engineering Geology and the Environment, 77(4):1343–1353. https://doi.org/10.1007/s10064-017-1126-0
[27] Zeng, L., Liu, J., Shi, Z. N., 2018. Effect of Colluvial Soil Slope Fracture's Anisotropy Characteristics on Rainwater Infiltration Process. Journal of Traffic and Transportation Engineering, 18(4):34–43 (in Chinese with English Abstract) http://www.researchgate.net/publication/328360539_Effect_of_Colluvial_Soil_Slope_Fracture's_Anisotropy_Characteristics_on_Rainwater_Infiltration_Process
[28] Zhang, G., Wang, R., Qian, J. Y., et al., 2012. Effect Study of Cracks on Behavior of Soil Slope under Rainfall Conditions. Soils and Foundations, 52(4):634–643. https://doi.org/10.1016/j.sandf.2012.07.005
[29] Zhang, M., Yin, Y. P., Huang, B. L., 2015. Mechanisms of Rainfall-Induced Landslides in Gently Inclined Red Beds in the Eastern Sichuan Basin, SW China. Landslides, 12(5):973–983. https://doi.org/10.1007/s10346-015-0611-4
[30] Zhang, Y. Z., Wang, L. J., Liu, S. H., et al., 2015. Model Test on the Performance of the Expansive Soil Slope During Wetting-Drying Cycles. Journal of Zhengzhou University (Engineering Science), 36(6):114–118 (in Chinese with English Abstract) http://en.cnki.com.cn/Article_en/CJFDTotal-ZZGY201506023.htm
[31] Zheng, J. L., Zhang, R., Yang, H. P., 2009. Highway Subgrade Construction in Expansive Soil Areas. Journal of Materials in Civil Engineering, 21(4):154–162. https://doi.org/10.1061/(asce)0899-1561(2009)21:4(154)