万愉快

教育背景：

(1) 2013-09至2019-06,河海大学,岩土工程,博士(硕博连读)

(2) 2009-09至2013-07,大连海事大学,土木工程,学士

工作经历：

(1)2019-09至今,金沙威尼斯欢乐人城,金沙威尼斯欢乐人城,讲师

学术兼职：

中国地震学会会员

科研方向：

边坡稳定性和可靠度分析，边坡加固技术

科研项目：

1、国家自然科学基金（青年基金），库水位上升与裂缝共同作用下淤地坝边坡张拉-剪切渐进失稳机理与稳定分析，（No.52408373），2025.1-2027.12，主持，在研

2、宁夏回族自治区自然科学基金（优秀青年基金），降雨条件下淤地坝边坡张拉-剪切耦合破坏机理与稳定性分析方法，（No.2024AAC05036），2024.1-2026.12，主持，在研

3、宁夏回族自治区自然科学基金（一般项目），考虑土体空间变异性的淤地坝边坡可靠度研究（No.2023AAC03036），2023.1-2024.12，主持，已结题

4、宁夏回族自治区重点研发计划项目（引才专项），多点、多向地震动作用下三维边坡稳定性分析研究（No.2020BEB04004），2021.1-2023.12，主持，已结题

5、宁夏回族自治区自然科学基金（一般项目），降雨条件下黄土边坡三维失稳破坏机理研究（No.2021AAC03074），2021.1-2022.12，主持，已结题

发表论文：

[1]王钰轲,邵琳岚,万愉快*,等. (2024).基于K-L展开法考虑土体参数空间变异性的土石坝坝坡可靠度分析[J/OL].水利学报,1-11[2024-10-03].https://doi.org/10.13243/j.cnki.slxb.20240069.

[2]王钰轲,冯爽,万愉快*,等. (2024).基于深度卷积网络混合LSSVM算法的路基粉土抗剪强度指标预测[J/OL].中国公路学报,1-13[2024-09-14].

[3]Yuke Wang, Haiwei Shang,Yukuai Wan*and Xiang Yu. (2024). Reliability analysis of soil slope reinforced by micro-pile considering spatial variability of soil strength parameters[J]. Geomechanics and Engineering, 2024 36(6)631-640

[4]Wan Yuke;Shao Linlan,Wan Yukuai*, et al. (2024). Reliability analysis of three-dimensional reinforced slope considering the spatial variability in soil parameters[J]. Stochastic Environmental Research and Risk Assessment, 2024: 1-14.

[5]Wan Yukuai; Gao Xinyue; Wu Di; Zhu Lei*; (2023) Reliability of spatially variable soil slope based on nonlinear failure criterion, Nature Hazards, 1-11

[6]Yang Rong; Sun Boyan,Wan Yukuai*.(2023).Application of the Improved Entry and Exit Method in Slope Reliability Analysis. applied science. 2023:10081

[7]Wan Yukuai*, Xu Renhao, Yang Rong, Lei Zhu*.(2023).Application of the Improved Particle Swarm Optimization method in Slope probability analysis.Marine Georesources & Geotechnology,1-11.

[8]Wang Yuke; Shao Limlan;Wan, Yukuai*; Jiang Rui; Yu Xiang. (2023). Three-dimensional reliability stability analysis of earth-rock dam slopes reinforced with permeable polymer. Probabilistic Engineering Mechanics, 74, 103537.

[9]Wan Yukuai; Fu Hongsong; Wang Yuke*. (2023). Study on the influence of spatial variability of soil strength parameters on reliability and slip surfaces of cofferdam slope reinforced by geosynthetic reinforcement. Marine Georesources & Geotechnology, 1-10.

[10]朱磊,高欣悦,万愉快*.坡高及坡比对渠道边坡可靠度的影响[J].灌溉排水学报,2023,42(12):125-131.

[11]朱磊,高欣悦,万愉快*,丁一民. (2023).地震力对边坡可靠度的影响.科学技术与工程(10),4324-4330.

[12]Wang Yuke; Fu Hongsong;Wan Yukuai*; Yu Xiang; (2022). Reliability and parameter sensitivity analysis on geosynthetic-reinforced slope with considering spatially variability of soil properties. Construction and Building Materials, 350, 128806.

[13]Wang Yuke; Wang Gan;Wan Yukuai*; Yu Xiang; Zhao Jiancang; Shao Jinggan. (2022) Recycling of dredged river silt reinforced by an eco-friendly technology as microbial induced calcium carbonate precipitation (MICP), Soils and Foundations, 62(6), 101216.

[14]高玉峰*,万愉快,张飞. (2022)三维非对称边坡稳定性分析极限平衡法[J].中国科学:技术科学, 52(12):1819-1830.3

[15]Wan Yukuai*; Gao Yufeng; Zhang Fei; (2018). Stability analysis of three-dimensional slopes considering the earthquake force direction. Mathematical Problems in Engineering, 2018, 1-10.

[16]Wan Yukuai; Gao Yufeng*; Zhang Fei; (2016) A simplified approach to determine the unique direction of sliding in 3D slopes, Engineering Geology, 211:179-183.