基本信息

姓名：熊良宵
性别：男
出生年月：1982年4月
籍贯：江西·九江
学历：博士
职称：副教授，硕士生导师
专业：隧道及地下建筑工程
联系电话：** 电子邮件：xionglx1982@126.com
联系地址：南昌市昌北区双港东大街808号华东交通大学邮政编码：330013


教育背景
2006. 09 ~ 2009. 12 同济大学 隧道及地下建筑工程 博士研究生导师：杨林德
2003. 09 ~ 2006. 07成都理工大学 岩土工程 硕士研究生导师：李天斌
1999. 09 ~ 2003. 07 成都理工大学土木工程 大学本科


工作经历
2010.01~2011.09，宁波大学，建筑工程与环境学院，任讲师；
2011.09~2016.11，宁波大学，建筑工程与环境学院，任副教授；
2016.11~2019.09，成都理工大学，环境与土木工程学院，任副教授；
2019.09~至今，华东交通大学，土木与建筑工程学院，任副教授。


主要研究领域
岩石力学、地下工程、岩土工程数值分析和海洋环境下混凝土的耐久性。


主持承担的纵向科研项目
[1]各向异性硬岩的力学特性及其岩爆效应研究，国家自然科学基金项目，项目批准号为**，2016.01-2016.12，主持。
[2]高应力下各向异性岩体流变特性的试验及微观机理研究，国家自然科学基金项目，项目批准号为**，2011.01-2013.12，主持。
[3]热水力作用下各向异性岩石的蠕变特性及裂纹演化规律研究，成都理工大学地质灾害防治与地质环境保护国家重点实验室自主课题，项目批准号为SKLGP2021K020，2021.01-2022.12，主持。
[4]动静组合加载与高温耦合作用下硬岩的力学特性及与岩爆的关系，广西防灾减灾与结构安全重点实验室开放课题，项目批准号为2019ZDK051，2019.10.30~2021.9.30，主持。
[5]海水干湿循环与火灾共同作用下海底隧道衬砌混凝土的力学性能损伤规律及微观机制研究，浙江省自然科学基金项目，项目批准号为LY13E080021，2013.01-2015.12，主持。
[6]海洋环境下混凝土的徐变特性试验及微细观机理研究，宁波市自然基金项目，项目批准号为2011A610072，2011.01~2012.12，主持。



研究成果-外文
[1]Liangxiao Xiong, Tianbin Li, Linde Yang. Biaxial Compression Creep Test on Green-schist considering the Effects of Water Content and Anisotropy. KSCE Journal of Civil Engineering, 2014, 18(1): 103-112. (Sci)
[2]Liangxiao Xiong, Tianbin Li, Linde Yang. A study on stationary and non-stationary viscoelastic models of green-schist. Arabian Journal of Geosciences, 2015, 8(5): 2477–2486. (高水平论文)
[3]Liangxiao Xiong. Mechanical properties of cement mortar in sodium sulfate and sodium chloride solutions. Journal of Central South University of Technology, 2015, 22(3): 1096-1103. (高水平论文)
[4]Liangxiao Xiong. Effects of calcined Mg-Al-CO₃layered double hydroxides on resistance of cement mortar to chloride erosion. Indian Journal of Engineering and Materials Sciences, 2015(22): 225-230. (高水平论文)
[5]Liangxiao Xiong. Uniaxial dynamic mechanical properties of tunnel lining concrete under moderate-low strain rate after high temperature. Archives of Civil Engineering, 2015(2): 35-52. (Ei检索)
[6]Liangxiao Xiong, Haijun Chen. A numerical study and simulation of vertical bearing performances of step-tapered pile under vertical and horizontal loads. Indian Geotech J, 2020, 50(3):383-409. (Ei检索)
[7]Liangxiao Xiong, Haiyang Yuan, Yao Zhang.Experimental and numerical study on uniaxial compressive stress-strain relationship of rock mass with two parallel joints. Archives of Civil Engineering, 2019, LXV(2): 67-80. (Ei检索)
[8]Liangxiao Xiong, Haijun Chen, Tianbin Li, Yao Zhang. Uniaxial compressive study on mechanical properties of rock mass considering joint spacing and connectivity rate. Arabian Journal of Geosciences, 2019, 12(21): 642. (高水平论文)
[9]Liangxiao Xiong, Haijun Chen, Yao Zhang. Anisotropic effects of corrosion direction on the mechanical behaviors of cement mortar. Structural Concrete, 2019, 20: 2206-2219. (高水平论文)
[10]Liangxiao Xiong, Haijun Chen, Yao Zhang. Direct shear tests of arti?cial jointed rock specimens with parallel joints. Arabian Journal of Geosciences, 2020, 13: 373. (高水平论文)
[11]Liangxiao Xiong, Haijun Chen. Influence of joint location and connectivity on the shear properties of arti?cial rock samples with non-persistent planar joints. Arabian Journal of Geosciences, 2020, 13: 565. (高水平论文)
[12]Liangxiao Xiong, Haijun Chen. Effects of high temperatures and loading rates on the splitting tensile strength of jointed rock mass. Geotechnical and Geological Engineering, 2020, 38(2): 1885-1898. (Ei检索)
[13]Liangxiao Xiong, Daxin Geng. Scale effect of cement mortar specimens subjected to high temperatures using uniaxial compressive and splitting tensile tests. Archives of Civil Engineering, 2020, LXVI(3): 139-155. (Ei检索)
[14] Liangxiao Xiong, Meng Wei. Mechanical properties of cement mortar composite specimen when considering effects of strain rate, temperature and freeze-thaw cycle. Structural Concrete, 2021, 22(Suppl. 1): E966-E975. (高水平论文)
[15] Liangxiao Xiong, Haijun Chen, Yao Zhang. Experimental study on the shear mechanical properties of symmetrical and asymmetric regular toothed structural planes. Indian Geotech J, 2020, published online. (Ei检索)
[16]Liangxiao Xiong, Haijun Chen, Daxin Geng. Uniaxial compression study on mechanical properties of artificial rock specimens with cross-flaws. Geotechnical and Geological Engineering, 2021, 39: 1667–1681. (Ei检索)
[17] Kui Zhao, Liangxiao Xiong^＊, Yangdong Xu. Uniaxial compression creep and acoustic emission characteristics of sandstone under loading and unloading paths. Arabian Journal of Geosciences, 2020, 13: 1243. (高水平论文)
[18] Binyao Hao, Liangxiao Xiong. Cyclic direct shear test on rock sample with stepped structural plane. Geotechnical and Geological Engineering, 2020,39: 2373–2397. (Ei检索，指导的本科生为第一作者，本人通讯作者)
[19] Kui Zhao,Liangxiao Xiong, Zeliang Kuang. Uniaxial compression creep characteristics and acoustic emission characteristics of two different kinds of red sandstone with different particle sizes. Arabian Journal for Science and Engineering, 2020,退修录用. (高水平论文)
[20] Liangxiao Xiong, Haijun Chen, Yao Zhang. Numerical simulations of horizontal bearing performances of step-tapered piles. Archives of Civil Engineering, 2020,退修录用.(Ei检索)
[21] Li Tianbin,Xiong Liangxiao, Hua Zhenghui, et al. Numerical simulation for the seismic response of unsymmetrically loaded tunnel entrance.Proceedings of the 3^rdInternational Conference on Environmental and Engineering Geophysics, 2008. (ISTP收录)

[22]Liangxiao Xiong, Haijun Chen, Tianbin Li, Yao Zhang. Experimental study on the uniaxial compressive strength of artificial jointed rock mass specimen after high temperatures. Geomech. Geophys. Geo-energ. Geo-resour, 2018, 4: 201-213.
[23]Liangxiao Xiong, Zhongyuan Xu, Tianbin Li, Yao Zhang.Bonded-particle discrete element modeling of mechanical behaviors of interlayered rock mass under loading and unloading conditions. Geomech. Geophys. Geo-energ. Geo-resour, 2019, 5: 1-16.
[24]Liangxiao Xiong, Cong Chen. Mechanical properties of corroded cement mortar after high temperature.Civil Engineering Journal, 2020, 6(3): 459-469.
[25]Liangxiao Xiong, Xiaogang Song. Mechanical properties of cement mortar after dry–wet cycles and high temperature. Civil Engineering Journal, 2020, 6(5): 1031-1038.
[26] Yanping Wang,Liangxiao Xiong^＊. Numerical Analysis of the Influence of Bolt Set on the Shear Resistance of Jointed Rock Masses. Civil Engineering Journal, 2020, 6(6): 1039-1055. (本人通讯作者)

研究成果-中文
[1]熊良宵,杨林德.隧道开挖面接近地质界面时的位移特征及其影响因素分析.中国铁道科学, 2009, 30(1): 61-68. (EI收录)
[2]熊良宵,杨林德.深埋隧洞开挖造成的应力变化过程研究.中南大学学报（自然科学版）,2009, 40(1):236-242. (EI收录).
[3]熊良宵,杨林德,张尧,等.锦屏二级水电站绿片岩双轴压缩蠕变特性试验研究.岩石力学与工程学报, 2008, 27(S2): 3928-3934. (EI收录)
[4]熊良宵,杨林德.考虑节理面法向蠕变的节理岩体蠕变模型.中南大学学报(自然科学版), 2009, 40(3): 814-821. (EI收录)
[5]熊良宵,杨林德.硬脆岩的非线性粘弹塑性流变模型.同济大学学报(自然科学版), 2010, 38(2): 188-193. (EI收录)
[6]熊良宵,杨林德,张尧.绿片岩多轴受压应力松弛试验研究.岩土工程学报, 2010, 32(8): 1158-1165. (EI收录)
[7]熊良宵,杨林德,张尧.岩石的非定常Burgers模型.中南大学学报(自然科学版), 2010, 41(2): 679-684. (EI收录)
[8]熊良宵,杨林德.硬岩的复合粘弹塑性流变模型.中南大学学报(自然科学版), 2010, 41(4): 1540-1548. (EI收录)
[9]熊良宵,杨林德,张尧.互层状岩体的粘弹性流变模型及数值分析.同济大学学报(自然科学版), 2010, 38(9): 1281-1286. (EI收录)
[10]熊良宵,杨林德,张尧.绿片岩的单轴压缩各向异性蠕变试验研究.同济大学学报(自然科学版), 2010, 38(11): 1568-1573. (EI收录)
[11]熊良宵,杨林德.互层状岩体黏弹塑性流变特性的数值分析.岩石力学与工程学报, 2011, 30(S1): 2803-2809. (EI收录)
[12]熊良宵,杨林德.双轴压缩条件下绿片岩的卸载蠕变特性试验.土木工程学报, 2012, 45(2): 97-103. (EI收录)
[13]熊良宵,李天斌,杨林德.考虑试样宽度影响的绿片岩双轴压缩蠕变试验.岩石力学与工程学报, 2013, 32(S2): 3385-3390. (EI收录)
[14]熊良宵.海水侵蚀后水泥砂浆的单轴动态力学性能研究.岩石力学与工程学报, 2013, 32(12): 2481-2488. (EI收录)
[15]熊良宵,虞利军.卸载条件下层状岩体力学特性的研究.岩石力学与工程学报, 2014, 33(S2): 3545-3554. (EI收录)
[16]熊良宵, 虞利军.硬性结构面的剪切流变模型及试验数值分析.岩石力学与工程学报, 2015, 34(S1), 2894-2899. (EI收录)
[17]熊良宵,李天斌,杨昌斌,虞利军.层状岩体单轴和双轴压缩蠕变特性的数值试验研究.吉林大学学报(地球科学版), 2013, 43(5): 1539-1548.
[18]熊良宵,袁学武.隧道掘进面接近地质界面时的应力特征研究.水文地质工程地质, 2012, 39(3): 38-44.
[19] 熊良宵,李天斌,杨林德.隧道两种减震措施的数值模拟研究.水文地质工程地质，2007, 34(4).
[20]熊良宵,陈聪.海水侵蚀下混凝土徐变性能的试验研究.硅酸盐通报, 2015, 34(5): 1440-1444.
[21]刘威，熊良宵,潘海锋.高温循环作用下水泥砂浆的力学性能研究.硅酸盐通报, 2016, 35(7): 2314-2317. (指导本科生论文，通讯作者)
[22]郝斌尧，汪子华,熊良宵,等.含等直径双圆孔的岩体的单轴压缩试验及其数值模拟研究.硅酸盐通报, 2020, 39(10): 3213-3220. (指导本科生论文，通讯作者)