1.教育背景
2019-09至2025-12，长安大学，岩土工程，硕博连读
2015-09至2019-06，广西科技大学，土木工程，学士
2.工作履历
2026-01至今，西安建筑科技大学，土木工程学院，师资博士后

水力耦合下黄土/泥岩时效劣化机理与本构模型、长期服役隧道基底的时变变形机制与灾变预防、隧道结构智能监测、多源信息融合与状态评估

1.学术兼职
Tunnelling and Underground Space Technology、Engineering Geology等期刊审稿人

1.论文
(1)Chang. Z, Yan. C *, Xie. W, et al. Large-scale field tunnel model experience and time-dependent floor heave induced by humidification. Tunnelling and Underground Space Technology, 2024, 145: 105615.
(2)Chang. Z, Yan. C *, Lan H, et al. Fractional-order constitutive model of loess creep incorporating microstructural damage under seepage-stress coupling effect. Engineering Geology, 2025, 357: 108350.
(3)Chang. Z, Yan. C *, Yin. P, et al. Case study on hydro-mechanical behavior of tunnel structure in red mudstone adjacent to water-rich fault zones. Alexandria Engineering Journal, 2025, 123: 620-636.
(4)Chang. Z, Mei. H, Yan. C *, et al. Health status evaluation of highway tunnel inverted arch based on variable weight and extension cloud model. Engineering Failure Analysis, 2024, 147: 107939.
(5)Chang. Z, Yan. C *, Lan. H, et al. Hydro-mechanical degradation and crack evolution in undisturbed loess induced by multiple wet-dry cycle paths. Bulletin of Engineering Geology and the Environment, 2025, 84: 588.
(6)Chang. Z, Sun. W *, Yan. C **, et al. Failure risk study of anchor bolts durability for loess slope under long-term hydro-thermal effect. Scientific Reports, 2025, 15 (1): 177.
(7)Chang, Z., Yan, C., Yin, P. et al. Long-term floor heave analysis of loess tunnel based on modified Green-Ampt infiltration model. Journal of Mountain Science. (2025)22: 4574–4594.
(8)常 洲, 张留俊, 黄平明, 等. 炭质页岩的颗粒破碎及其路用性能试验研究[J]. 岩土力学, 2022, 43(11): 3117-3126.
(9)常 洲, 程小强, 张留俊, 等. 基于三点修正曲线模型的软岩高填路堤沉降预测[J]. 公路交通科技, 2022, 39(5): 33-40.
(10)常 洲, 晏长根, 安 宁, 等. 干湿循环作用下原状黄土渗透性及对土-水特征曲线影响研究[J]. 长江科学院院报, 2024, 41(1): 143-150+166.
(11)常 洲, 魏研博, 冷 浩, 等. 隐伏充填型溶洞对隧道稳定性影响与防治技术[J]. 公路, 2022, 67(9): 439-445.
(12)常 洲, 张留俊, 徐合清. 炭质页岩填料路用性能与高填路堤稳定性研究[J]. 公路工程, 2022, 47(3): 69-75+136.
(13)石玉玲, 常 洲, 安 宁, 等. 基于干湿循环试验的黄土路堑浅层边坡长期稳定性分析[J]. 交通运输工程学报, 2023, 23(4): 104-115.
(14)孙巍锋, 常 洲, 兰恒星, 等. 高寒阴湿区边坡浅层土体温湿响应规律研究[J]. 水文地质工程地质, 2022, 49(5): 204-213.
(15)邓兆宁, 常 洲, 鲁志方, 等. 穿越富水断层时红层泥岩隧道的受力响应[J]. 地球科学与环境学报, 2024, 46(3): 414-426.
(16)焦远帆, 晏长根*, 常洲, 等. 干湿循环效应固化黄土宏-微观演化特征函数[J]. 水土保持学报, 2025, 39(1): 303-315.
(17)司宁虎, 赵春鹏, 常洲, 等. 泥岩隧道仰拱长期稳定性分析—以新疆达坂地质区某隧道为例[J]. 现代隧道技术, 2023, 60(6): 199-210.
2.专利
(1)张留俊, 常洲, 李炜, 等. 一种高填方的土石路堤的填筑方法，ZL 2021 1 0091276.5（发明专利）