个人简介：

陈其志，男，1991年10月生，博士，副教授，硕士生导师，民盟盟员，主讲画法几何与工程制图、高等土力学、土塑性力学、深基坑工程等课程。2009年9月至2013年6月，就读于浙江大学土木工程专业，获学士学位；2013年9月至2018年12月，就读于浙江大学岩土工程专业，获博士学位，2019年1月至浙江科技学院土木与建筑工程学院工作。

研究方向为土拱效应、土与结构相互作用、轨道交通保护、基坑工程等，主持国家自然科学基金项目1项，浙江省自然科学基金1项，以第一作者及通讯作者身份发表SCI/EI论文十余篇。研究成果获浙江省科技进步一等奖1项，江西省科技进步一等奖1项。

标志性项目：

[1] 国家自然科学基金青年基金项目：交通荷载作用下基坑排桩支护结构土拱效应作用机理研究(52008373)，24万元，2021.01-2023.12

[2] 浙江省自然科学基金探索项目：基于土拱效应的盾构隧道注浆纠偏机理及变形分析方法研究(LMS26E080026)，10万元，2026.01-2027.12

标志性奖项：

[1] 浙江省科技进步一等奖：城市高密集区地铁运营期地面长期沉降防控关键技术与应用，2023，12/12

[2] 江西省科技进步一等奖：复杂环境下深基坑开挖及降水安全防控理论与关键技术，2023，11/15

标志性成果：

[1] Chen Q, Wei H, Li X, et al. Experimental visualization of soil arching evolution and collapse in pile-supported embankments under cyclic loading[J]. Ain Shams Engineering Journal, 2026, 17(3): 104059.

[2] Chen Q, Cheng W, Zou B, et al. Experimental Study on Additional Stress Induced by Grouting with Polyurethane-Modified Cementitious Materials under Confined Conditions[J]. Journal of Polymer Materials, 2025, 42(2).

[3] Zou B, Hu B, Xia J, Li X, Chen Q*, Kong B, Ma J. Study on temporal and spatial variation in soil temperature in artificial ground freezing of subway cross passage[J]. Sustainability, 2023, 15(4): 3663.

[4] Chen Q, Wei H, Xu C, et al. Discrete element analysis of horizontal soil arching effect in pile-supported retaining structures[C]//Journal of Physics: Conference Series. IOP Publishing, 2025, 3021(1): 012002.

[5] Chen Q, Zou B, Tao Z, et al. Construction and application of an intelligent roof stability evaluation system for the roof-cutting non-pillar mining method[J]. Sustainability, 2023, 15(3): 2670.

[6] Chen Q, Liang L, Zou B, et al. Analytical solutions of steady a seepage field for deep-buried tunnel with grouting ring considering anisotropic flow[J]. Journal of Marine Science and Engineering, 2022, 10(12): 1861.

[7] Chen Q, Xu C, Zou B, et al. Earth Pressure of the Trapdoor Problem Using Three-Dimensional Discrete Element Method[J]. Computer Modeling in Engineering & Sciences, 2023, 135(2): 1503.

[8] Chen Q, Liang L, Xu C, et al. Three-dimensional theoretical model for soil arching with inclined slip surfaces[J]. Applied Sciences, 2022, 12(9): 4716.

[9] Chen Q, Xu C, Liang L, et al. Analytical Method to Evaluate the Stress State Within Vertical Backfill[C]//Civil Infrastructures Confronting Severe Weathers and Climate Changes Conference. Springer, Cham, 2018: 71-79.

[10] 陈其志,郭生根,徐长节,梁禄钜,刘兴旺.砂土中松动土压力及松动区位移破坏形式的试验研究[J].中南大学学报(自然科学版),2019,50(01):108-117.

[11] Xu C, Chen Q*, Wang Y, et al. Dynamic deformation control of retaining structures of a deep excavation[J]. Journal of Performance of Constructed Facilities, 2016, 30(4): 04015071.

[12] Xu C, Chen Q*, Liang L, et al. Analysis of consolidation of a soil layer with depth-dependent parameters under time-dependent loadings[J]. European Journal of Environmental and Civil Engineering, 2018, 22(sup1): s200-s212.

[13] Xu C, Chen Q*, Luo W, et al. Analytical solution for estimating the stress state in backfill considering patterns of stress distribution[J]. International Journal of Geomechanics, 2019, 19(1): 04018189.

[14] Xu C, Liang L, Chen Q*. Explicit analytical solutions for surrounding rock stress of a shallow buried tunnel considering seepage effect[J]. European Journal of Environmental and Civil Engineering, 2018, 22(sup1): s149-s163.

[15] Xu C, Chen Q, Luo W, et al. Evaluation of permanent settlement in Hangzhou Qingchun road crossing-river tunnel under traffic loading[J]. International Journal of Geomechanics, 2019, 19(2): 06018037.

[16] Xu C, Liang L, Chen Q, et al. Experimental study of soil arching effect under seepage condition[J]. Acta Geotechnica, 2019, 14(6): 2031-2044.

[17] 徐长节,陈其志,任凌云.软土地区地铁盾构穿越对城市立交桥的影响分析[J].地下空间与工程学报,2016,12(03):769-775.

[18] 徐长节,梁禄钜,陈其志,刘元昆.考虑松动区内应力分布形式的松动土压力研究[J].岩土力学,2018,39(06):1927-1934.

[19] 范晓真,刘东海,徐立明,陈其志,徐长节,方焘.基于变形控制的悬臂式支护结构嵌固深度计算方法［J］.应用基础与工程科学学报,2022 30 02 183-194.

E-mail：chenqizhi@zust.edu.cn