Li P, Zhao P, Brand C. Future energy use and CO2 emissions of urban passenger transport in China: A travel behavior and urban form based approach. Applied Energy. 2018;211:820–842. https://www.sciencedirect.com/science/article/abs/pii/S0306261917316021.
 Hill G, Heidrich O, Creutzig F, Blythe P. The role of electric vehicles in near-term mitigation pathways and achieving the UK’s carbon budget. Applied Energy. 2009;251:113111. https://www.sciencedirect.com/science/article/pii/S0306261919307834.
 Liu H, Zhang Y, Zhang Y, Zhang, K. Evaluating impacts of intelligent transit priority on intersection energy and emissions. Transportation Research Part D: Transport and Environment. 2020;86:102416. https://www.sciencedirect.com/science/article/abs/pii/S1361920920306039.
 Mauro R, Guerrieri M. Comparative life-cycle assessment of conventional (double lane) and non-conventional (turbo and flower) roundabout intersections. Transportation Research Part D: Transport and Environment. 2016;48:96–111. https://www.sciencedirect.com/science/article/abs/pii/S1361920915301474.
 An S, Song L, Wang J, Yang L. Research status and prospect of unconventional arterial intersection design. Journal of Traffic and Transportation Engineering. 2020;20(4):1–20. DOI: 10.19818/j.cnki.1671-1637.2020.04.001.
 Autey J, Sayed T, El Esawey M. Operational performance comparison of four unconventional intersection designs using micro-simulation. Journal of Advanced Transportation. 2013;470(5):536–552. DOI: 10.1002/atr.181.
 Dhatrak A, Edara P, Bared J. Performance analysis of parallel flow intersection and displaced left-turn intersection designs. Transportation Research Record. 2010;2171:33–43. DOI: 10.3141/2171-04.
 Zhao J, Liu Y, Di D. Optimization model for layout and signal design of full continuous flow intersections. Transportation Letters. 2016;8(4):194–204. https://www.sciencedirect.com/org/science/article/abs/pii/S1942786722000169.
 Yang X, Chang G, Rahwanji S, Lu Y. Development of planning-stage models for analyzing continuous flow intersections. Journal of Transportation Engineering, Part A: Systems. 2013;139(11):1124–1132. DOI: 10.1061/%28ASCE%29TE.1943-5436.0000596.
 Coates A, Ping Y, Koganti SG, Du Y. Maximizing intersection capacity through unconventional geometric design of two-phase intersections. Transportation Research Record. 2012;2309(1):30–38. DOI: doi/10.3141/2309-04.
 Coates A, Ping Y, Peng L, Ma X. Geometric and operational improvements at continuous flow intersections to enhance pedestrian safety. Transportation Research Record. 2014;2436(1):60–69. DOI: 10.3141/2436-07.
 Carroll D. H, Lahusen D. Operational effects of continuous flow intersection geometrics: A deterministic model. Transportation Research Record. 2013;2348. DOI: 10.3141/2348-01.
 Hua X, et al. Design and optimization of signalized tandem intersections with displaced left-turn. Journal of Chang’an University (Natural Science Edition). 2019;39(1):107–115,126. http://en.cnki.com.cn/Article_en/CJFDTotal-XAGL201901014.htm.
 Jiang X, Gao S. Signal control method and performance evaluation of an improved displaced left-turn intersection design in unsaturated traffic conditions. Transportmetrica B. 2020;8(1):264–289.
 Jiang X, Gao S, Zhang L. Signal control and utility analysis of an improved displaced left-turn lane. China Journal of Highway and Transport. 2019;32(9):152–163. http://zgglxb.chd.edu.cn/EN/abstract/abstract3249.shtml.
 Luo S, Tian D, Gao X, Zhang C. Adaptive signal control for displaced left turn intersection. Journal of Transport Information and Safety. 2020;38(4):17–24,33. DOI: 10.3963/j.jssn.1674-4861.2020.04.003.
 Suh W, Hunter M. Signal design for displaced left-turn intersection using Monte Carlo method. KSCE Journal of Civil Engineering. 2014;18(4):1140–1149. DOI: 10.1007/s12205-014-0225-8.
 Zhao J, Ma W, Head K, Yang X. Optimal operation of displaced left-turn intersections: A lane-based approach. Transportation Research Part C: Emerging Technologies. 2015;61:29–48. https://www.sciencedirect.com/science/article/abs/pii/S0968090X15003617.
 Sun W, Wu X, Wang Y, Yu G. A continuous-flow-intersection-lite design and traffic control for oversaturated bottleneck intersections. Transportation Research Part C: Emerging Technologies. 2015;56:18–33. https://www.sciencedirect.com/science/article/abs/pii/S0968090X1500090X.
 Qu W, et al. Statistical analysis of safety performance of displaced left-turn intersections: Case studies in San Marcos, Texas. International Journal of Environmental Research and Public Health. 2020;17(18):6446. https://pubmed.ncbi.nlm.nih.gov/32899687/.
 Ahmed I, Warchol S, Cunningham C, Rouphail N. Mobility assessment of pedestrian and bicycle treatments at complex continuous flow intersections. Journal of Transportation Engineering Part A: Systems. 2021;147(5):04021017. DOI: 10.1061/JTEPBS.0000512.
 Sun J, Yang X. Research into microscopic traffic simulation model systematic parameter calibration: A case study of VISSIM. Computer and Communications. 2004;3:3–6. https://en.cnki.com.cn/Article_en/CJFDTOTAL-JTJS200403000.htm.