Research on theory and application of landslide model test
Tóm tắt
Từ khóa
Tài liệu tham khảo
Chen H K, Tang H M, 2002. Research on startup of loose landslide in lab. Journal of Mountain Science, 20(1): 112–115.
Cheng S G, Luo X Q, Wang S M, 2002. The test and design theory of the similar materials of soil-type landslide and study its assessment method. Journal of Hydropower, (4): 21–22.
He X S, Chen J, Zhang N, Chen J Y, 2003. Valuing of the influence degree of the additional temperature field of mutative temperature similar material in geomechanical model test. Journal of Sichuan University (Engineering Science Edition), 35(3): 38–41.
Hu X W, Tang H M, Liu Y R, 2005. Physical model studies on stability of Zhaoshuling landslide in area of the Three Gorges Reservoir. Chinese Journal of Rock Mechanics and Engineering, 24(12): 2 089–2 095.
Lourenco S D N, Sassa K, Fukuok H, 2006. Failure process and hydrologic response of a two layer physical model: implications for rainfall-induced landslides. Geomorphology, 73: 115–130.
Luo X Q, Chen H Y, Shen H, Wu J, 2005b. Application of automatic mesh methods to landslide model test. Rock Mechanics, 26(2): 231–238.
Luo X Q, Liu D F, 2006. Study report about formation mechanism of Qianjiangping landslide in Three Gorges reservoir area, Yichang.
Luo X Q, Liu D F, Wu J, Cheng S G, 2005a. Model test study on landslide under rainfall and reservoir water fluctuation, Chinese Journal of Rock Mechanics and Engineering, 24(14): 2 476–2 483.
Ma F P, Li Z K, Luo F F, 2004. NIOS model material and its use in geo-mechanical similarity model test. Journal of Hydroelectric Engineering, 23(1): 48–51.
Wen B P, 1997. Prediction and mitigation of typical landslide in loess area. Beijing: Geological Press.