[ 1 ] Niu X, Wen D, Wu D. Technical research on the Middle Route Project of the South-to-North Water Transfer. Yangtze River 2005;36(7):6‒8. Chinese.

[ 2 ] Xiao W, Mao W. Optimizing water head allocation of the main canal of the Middle Route Project in South-to-North Water Transfer. South-to-North Water Transfer Water Sci Technol 2006;4(3):20‒1. Chinese.

[ 3 ] Jian X, Fan W. Key technology for concrete dam heightening construction of Danjiangkou Project. Yangtze River 2009;40(24):41‒3. Chinese.

[ 4 ] Shan L, Xiao H, Xu Y. Analysis on overflow dam structure of Danjiangkou Dam in heightening. South-to-North Water Transfer Water Sci Technol 2007;5(6): 48‒50. Chinese.

[ 5 ] Ma J, Cheng X, Ma J. Construction technology of jointing old and new concrete in Danjiangkou Dam heightening project. South-to-North Water Transfer Water Sci Technol 2007;5(6):97‒101. Chinese.

[ 6 ] Yang X, Ding F, Jian X. Temperature control measures on heightening project of Danjiangkou Dam. South-to-North Water Transfer Water Sci Technol 2008;6(1):105‒9. Chinese.

[ 7 ] Cheng X, Chen Z, Ma J, Wang C. Construction of setting key-way on jointing surface between new and existing concrete. Dam Saf 2007;3:39‒41. Chinese. 链接1

[ 8 ] Cai Y, Yang Y, Zhang L, Li L, Qiang L, Song B. Engineering geology of expansive soil in the middle route of South-to-North Water Transfer Project. Wuhan: Yangtze River Press; 2016. Chinese.

[ 9 ] Zhang G, Song B, Zhou S, Weng J, Yang Y. Landslide genesis of expansive soil slope and slope stability analysis method. Yangtze River 2014;45(6):20‍‒‍3. Chinese.

[10] Cai Y. Study on failure mechanism of expansive soil canal slope and treatment measures. Yangtze River 2011;42(22):5‒9. Chinese.

[11] Cai Y, Cao L, Wang X, Yang Y, Yao X. In-situ test study on failure mechanism of expansive soil slope. In: Proceedings of the Ninth National Conference on Engineering Geology; 2012 Oct 23‍‒‍25; Qingdao, China. NCEG; 2012. p. 5. Chinese.

[12] Dai Z, Chen S, Luo H, Lu D. Microstructure and characteristics of expansive soil and rock of middle route of South-to-North Water Diversion Project. Chin J Geotech Eng 2013;35(5):948‒54. Chinese.

[13] Niu X, Cai Y, Xie X, Ni J, Zhang S, Li L, et al. Treatment technology of expansive soil canal. Wuhan: Yangtze River Press; 2016. Chinese.

[14] Zhao F, Ni J, Zhang Z. Research on construction quality control of cement modified soil in Middle Route Project of South-to-North Water Diversion. Yangtze River 2014;45(6):99‒101. Chinese.

[15] Yan T, Cai Y, Xiong R, Lu G. Design of pre-supported micro anti-sliding piles with multi-rows for excavated expansive soil canal. Yangtze River 2014;45(7): 41‒3. Chinese.

[16] Huang W, Liu Q, Leng X. Anti-seepage and drainage design for Taocha to Lushan section of South-to-North Water Diversion Project. Yangtze River 2014;45(6):4‒6. Chinese.

[17] Niu X, Xie X, Fu Z. Overview on key technologies in tunnel crossing Yellow River construction under complex geological conditions. Yangtze River 2011;42(8):1‒7. Chinese.

[18] Niu X, Fu Z, Zhang C. Study on structural properties of new type of composite lining in shield tunnel crossing Yellow River. Yangtze River 2011;42(8):8‒13. Chinese.

[19] Zheng G, Lu G, Zhang C, Xia G. Design and construction research for Tuanhe aqueduct of Middle Route Project of South-to-North Water Diversion. Yangtze River 2014;45(6):27‒30. Chinese.

[20] Xiong J, Gao Q. Prestressed construction technology of super-large cast-in-situ U-shaped aqueduct in the Middle Route of South-to-North Water Diversion Project. Prestress Technol 2016;6:14‒8. Chinese.

[21] Jian X, Liang R, Yang X. Construction scheme of Tuanhe aqueduct of Middle Route Project of South-to-North Water Diversion. Yangtze River 2014;‍45(6):92‒4. Chinese.