
人员简介:
舒杭,男,1995年生,工学博士,硕士生导师。博士毕业于吉林大学,武汉大学访问学者。主要从事特殊土岩土工程研究与评价,土体工程性质生态改良和处理,以及环境岩土等方向的研究工作。以第一或通讯作者在国际知名期刊发表SCI论文20余篇,申请国家发明专利多项,获湖北省科技进步二等奖1项,主持及参与国家自然科学基金等科研项目多项,担任中国土木工程学会土力学及岩土工程分会青年委员会委员。
联系方式:shuhang@hbut.edu.cn
研究方向:(1)特殊土岩土工程研究与评价(2)土体工程性质生态改良和处理(3)环境岩土工程
招生信息:每年招收硕士研究生2~3名,欢迎报考!
主讲课程:《深基坑工程》 《岩土工程测试技术》
科研项目:
[1] 国家自然科学基金青年科学基金项目(C类),生物矿化-脱硫石膏协同改良寒旱区盐渍土稳定机制与耐久性研究,2027-2029,主持
[2] 河湖健康智慧感知与生态修复教育部重点实验室开放研究基金项目,长江中游岸坡滑坡崩塌地质灾害成因分析及生态防护方法研究,2026-2028,主持
[3] 环境岩土与河湖生态修复湖北省重点实验室开放研究基金项目,盐渍土路基绿色固化机理及多场耦合长期变形调控研究,2025-2027,主持
[4] 湖北工业大学博士科研项目,大豆脲酶联合无磺木质素改良盐渍土机制研究,2025-2026,主持
代表性论文:
[1] Shu H., Jiang Y., Ma Q*., Zheng J*. Mitigating desiccation cracking and hydraulic degradation in silty clay via biomineralization-palm fiber synergy: a multiscale study. Acta Geotechnica, 2026. (SCI, JCR Q1, TOP)
[2] Shu H., Li S., Ma Q*., Pu H., Zheng J*. Long-term creep and damage modeling of EICP-stabilized saline soil with FGD gypsum under freeze–thaw cycles. Transportation Geotechnics, 2026;64, 102273. (SCI, JCR Q1)
[3] Shu H., Yan J., Xu H., Ma Q*., Zheng J*. Controlled-release EICP using urea-loaded porous geopolymer spheres for synergistic soil stabilization. Journal of Building Engineering, 2026, 129, 116926. (SCI, JCR Q1, TOP)
[4] Shu, H., Li, S., Ma, Q*., Yu, Q., Xi, L., Lin, W., Liu, Y. Performance evaluation and solidification mechanism of soybean urease combined with gypsum-urea for improving saline soil. Journal of Environmental Management, .2026, 398, 128453. (SCI, JCR Q1, TOP)
[5] Shu, H., Yu, Q., Niu, C., Wang, Q*. The crack characteristics and microscopic mechanism of composite solidified soil under alternating wet-dry and freeze-thaw cycles. Cold Regions Science and Technology, 2025, 235, 104479. (SCI, JCR Q1)
[6] Shu, H., Yu, Q., Niu, C., Sun, D., Wang, Q*. The coupling effect of wet-dry and freeze-thaw cycles on the mechanical properties of saline soil synergistically solidified with sulfur-free lignin, basalt fiber and hydrophobic polymer. Catena, 2024, 238, 107832. (SCI, JCR Q1, TOP)
[7] Shu, H., Yu, Q., Han, Y., Sun, D., Wang, Q*. Study on the mechanics and mechanism of synergistic solidification of saline soil by sulfur-free lignin, basalt fiber and hydrophobic polymer. Journal of Materials in Civil Engineering, 2024, 36(11), 04024357. (SCI, JCR Q2)
[8] Shu, H., Yu, Q., Niu, C., Liu, J., Xia, W., Sun, X., Wang, Z., Wang, Q*. Effect of dry-wet cycles on the mechanical properties of saline soil solidified with sulfur-free lignin and hydrophobic polymer. Journal of Building Engineering, 2023, 76, 107116. (SCI, JCR Q1, TOP)
[9] Shu, H., Qin, B., Ma, Q*., Wu, F., Yang, Y. Discrete element study on the mechanical properties of geogrid-sand interface in large-scale direct shear test. Engineering Computations, 2026, 1–22. (SCI, JCR Q2)
[10] Ma, Q., Tao, Y., Shu, H*., Xi, L., Li, M. Experimental study on mechanical properties of clay reinforced by fiber and phosphogypsum slag-based cementitious materials. Bulletin of Engineering Geology and the Environment, 2026, 85(3), 146. (SCI, JCR Q1)
[11] Ma, Q., Li, Y., Shu, H*., Song, Z., Wu, J Engineering properties and microscopic mechanism of phosphogypsum-rubber composite cemented soil. Scientific Reports, 2026, 16(1), 8853. (SCI, JCR Q1)
[12] Ma Q, Zhang X, Shu, H*. Innovative Grouting Reinforcement Techniques for Shield Tunnels: A Case Study on Surface Settlement Mitigation. Applied Sciences, 2025; 15(9):4623. (SCI, JCR Q2)
[13] Ma, Q., Li, M., Zeng, C., Shu, H*., Xi, L., Tao, Y., Lu, X. Effect of Rubber Particle Size and Content on the Mechanical Properties of Rubber–Clay Mixtures Solidified by EICP. Materials, 2025, 18(15), 3429. (SCI, JCR Q2)
[14] Ma, Q., Li, M., Shu, H*., Xi, L. Predictive Modeling of Shear Strength of Enzyme-Induced Calcium Carbonate Precipitation (EICP)-Solidified Rubber–Clay Mixtures Using Machine Learning Algorithms. Polymers, 2025, 17(7), 976. (SCI, JCR Q1)
代表性专利:
[1] 一种自吸水性微生物固化复合纤维材料及其制备方法,发明专利,ZL202211076868.0
[2] 一种微生物固化的轻质高强发光生态基材的制备方法,发明专利,ZL201910575112.2
[3] 一种微波加热三轴试验装置及加热方法,发明专利,ZL201910347800.3
[4] 一种抗裂聚乙烯醇绿色超轻质基材及其制备方法,发明专利,ZL201910542539.2
[5] 一种桩基承载能力智能预测方法及装置,发明专利,ZL202411209625.9
[6] 一种锚杆锁具及锚杆预应力试验装置,实用新型,ZL202321304952.3
[7] 一种钻孔成像仪探头成像保护装置及探测方法,实用新型,ZL202311182695.5