XuWXiaZZhouM.Theory and practice of ecological protection technology by using vegetation concrete.
Beijing:
China Water & Power Press, 2012.
2.
XuWXiaDZhaoB.Research on vegetation ecological restoration technology in disturbed areas of hydropower projects.
Beijing:
Science Press, 2017.
3.
YangYXiaZXiaoH.Application of restoration ecology to slope ecological protection in disturbance area of hydropower project. J Yangtze River Sci Res Inst2015;
32: 52–57.
4.
ZhouMYangPHuH, et al.
Experimental study on freezing and thawing actions of vegetation-growing concrete ecological base material. Res Soil Water Conserv2013;
20: 282–287.
5.
HorpibulsukSRachanRChinkulkijniwatA, et al.
Analysis of strength development in cement-stabilized silty clay from microstructural considerations. Constr Build Mater2010;
24: 2011–2021.
6.
HoLSNakaraiKDucM, et al.
Analysis of strength development in cement-treated soils under different curing conditions through microstructural and chemical investigations. Constr Build Mater2018;
166: 634–646.
7.
RomeroESimmsPH.Microstructure investigation in unsaturated soils: a review with special attention to contribution of mercury intrusion porosimetry and environmental scanning electron microscopy. Geotech Geol Eng2008;
26: 705–727.
8.
HouSChenLWangS, et al.
Degradation and deterioration behaviors of cemented soil under cyclic freezing-thawing. J Yangtze River Sci Res Inst2016;
33: 124–127.
9.
AldaoodABouaskerMAl-MukhtarM.Impact of freeze-thaw cycles on mechanical behaviour of lime stabilized gypseous soils. Cold Regions Sci Technol2014;
99: 38–45.
10.
LiuDXuWChengZ, et al.
Improvement test on frost resistance of vegetation-concrete and engineering application of test fruitage. Environ Earth Sci2013;
69: 161–170.
11.
China Three Gorges University, China Renewable Energy Engineering Institute. Technical code for eco-restoration of vegetation concrete on steep slope of hydropower projects: NB/T 35082-2016.
Beijing:
China Electric Power Press, 2016.
12.
Nanjing Hydraulic Research Institute.National standard of the People’s Republic of China: specification of soil test. SL 237-1999. Beijing: China Water & Power Press, 1999.
13.
TangCShiBWangB.Factors affecting analysis of soil microstructure using SEM. Chin J Geotech Eng2008;
30: 560–565.
14.
XuQ.Application of image analyse technology on soil microstructure study and data analysis. Master Thesis, Taiyuan University of Technology, China, 2008.
15.
HuTLiuJFangJ, et al.
Experimental study on the effect of cyclic freezing-thawing on mechanical properties of silty clay under different cooling temperatures. J Rock Mech Eng2017;
36: 202–212.
16.
He W. Research on shear strength and microstructure of subgrade soil under the effect of freeze-thaw cycles. Master Thesis, Jilin University, China, 2013.
17.
YeWYangGPengJ, et al.
Test research on mechanism of freezing and thawing cycle resulting in loess slope spalling hazards in Luo Chuan. Chin J Rock Mech Eng2012;
31: 199–205.
18.
ZhangQWangJLiuB, et al.
Quantitative research on microstructure of modified soil with cement. Hydrogeol Eng Geol2015;
42: 92–96.
19.
BozASezerA.Influence of fiber type and content on freeze-thaw resistance of fiber reinforced lime stabilized clay. Cold Regions Sci Technol2018;
151: 359–366.
20.
TanYWuPFuW, et al.
Strength and micro-mechanism of improved silt under freeze-thaw cycle effect. Rock Soil Mech2013;
34: 2827–2834.
21.
BeizaJ.Teaching senior undergraduate students for state estimation module implementation on power application software. Int J Electr Eng Educ2019;
56: 124–139.
22.
NaqviSRAkramTHaiderSA, et al.
Learning outcomes and assessment methodology: case study of an undergraduate engineering project. Int J Electr Eng Educ2019;
56: 140–162.