雷国辉
发布时间: 2013-07-25   浏览次数: 5390

 

 

 

简历:

20018月至今: 河海大学岩土工程研究所教师;
1997
8~ 20018月:香港科技大学竞博工程系博士研究生;
1996
8~ 19978月:河海大学岩土工程研究所教师;
1993
9~ 19964月:河海大学岩土工程研究所硕士研究生;
1989
10~ 19937月:河海大学农田水利工程系本科生。


研究方向:

土力学基本原理、方法及应用,软土固结与强度特性、理论及应用,岩土测试技术,地基基础工程


教学:

本科:《土力学》;研究生:《基础工程分析》、《地基处理理论与应用》、《土工原理及工程应用》


学术兼职:

中国竞博工程学会土力学及岩土工程分会第五届土工测试专委会委员(2014.10-
中国竞博工程学会土力学及岩土工程分会青年工作委员会委员(2011-2019
江苏省竞博建筑学会第七、八、九届理事会地基与基础专业委员会委员(2004-2019
Geotechnical Engineering》国际编委(International Member of the Advisory Panel of Geotechnical Engineering, Proceedings of the Institution of Civil Engineers, U.K.(2003.12-2009.12)
国际土力学与岩土工程协会会员(
ISSMGE: International Society for Soil Mechanics and Geotechnical Engineering2005-
香港岩土工程学会会员(
HKGES: The Geotechnical Society of the Hong Kong Special Administrative Region of China(2006.2-2007.5)

专著

Barrette Foundations(壁板桩基础)》,北京:Science Press(科学出版社),20065月(ISBN: 7-03-017059-8),共45万字。

编教材:

Soil Mechanics》,人民交通出版社,ISBN: 7-114-05053-4),20047

参译规范:

4. 《水运工程地基设计规范》:《》(JTS 147-2017),北京:人民交通出版社。

3. 《水运工程地基基础施工规范》:《》(JTS 206-2017),北京:人民交通出版社。

2. 《港口工程桩基规范》:《Code for Pile Foundation in Port Engineering》(JTS 167-4-2012),北京:人民交通出版社,(书号: ISBN 978-7-114-14243-7),20179月。

1. 《水运工程设计通则》:《General Rules for Design of Port and Waterway Works》(JTS 141-2011),北京:人民交通出版社,(书号: 15114·1664),20119月。


SCI论文(代表性成果):

15.Lei, G. H., Xu, L. D., Zheng, Q., Ng, C. W. W. (2017). Role of equal-strain assumption in unit-cell theory for consolidation with vertical drains. Journal of Central South University, Vol. 24, No. 12, 2914-2923.

14.Lei, G. H., Fu, C. W. & Ng, C. W. W. (2016). Vertical-drain consolidation using stone columns: An analytical solution with an impeded drainage boundary under multi-ramp loading. Geotextiles and Geomembranes,Vol. 44, No. 1, 122-131.

13.Lei, G. H., Zheng, Q., Ng, C. W. W., Chiu, A. C. F. & Xu, B. (2015). An analytical solution for consolidation with vertical drains under multi-ramp loading. Géotechnique,Vol. 65, No. 7, 531-547.

12.Lei, G. H., Chiu, A. C. F. & Ng, C. W. W. (2015). Is Terzaghi’s effective stress a stress variable under seepage conditions? Journal of Central South University, Vol. 22, No. 6, 2316-2321.

11.Lei, G. H., Sun, H. S. & Ng, C. W. W. (2014). An approximate analytical solution for calculating ground surface settlements due to diaphragm walling. Computers and Geotechnics, Vol. 61, 108-115.

10.Lei, G. H. (2014). Discussion of “Seismic performance of earth embankment using simple and advanced numerical approaches”. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 140, No. 4, 07014003.

9.Lei, G. H., Hong X. & Shi, J. Y. (2007). Approximate three-dimensional analysis of rectangular barrette-soil-cap interaction. Canadian Geotechnical Journal, Vol. 44, No. 7, 781-796.

8.Lei, G. H. & Ng, C. W. W. (2007). Rectangular barrettes and circular bored piles in saprolites. Geotechnical Engineering, ICE, Vol. 160, No. 4, 237-242.

7.Lei, G. H., Ai, Y. B. & Shi, J. Y. (2006). The interpretation of pendulum-type inclinometer readings. Canadian Geotechnical Journal, Vol. 43, No. 2, 210-216.

6.Lei, G. H. (2005). Yielding mechanisms in a rectangular trench. Geotechnical Engineering, ICE, Vol. 158, No. 3, 169-172.

5.Lei, G. H. & Jiang, C. X. (2005). Discussion of “Equal strain consolidation by vertical drains”. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 131, No. 10, 1315-1317.

4.Lei, G. H. & Shi, J. Y. (2004). Discussion of “Vacuum and surcharge combined one-dimensional consolidation of clay soils”. Canadian Geotechnical Journal, Vol. 41, No. 4, 769-770.

3.Ng, C. W. W. & Lei, G. H. (2003). An explicit analytical solution for calculating horizontal stress changes and displacements around an excavated diaphragm wall. Canadian Geotechnical Journal, Vol. 40, No. 4, 780-792.

2.Ng, C. W. W. & Lei, G. H. (2003). Performance of long rectangular barrettes in granitic saprolites. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 129, No. 8, 685-696.

1.Lei, G. H., Ng, C. W. W. & Rigby, D. B. (2001). Stress and displacement around an elastic artificial rectangular hole. Journal of Engineering Mechanics, ASCE, Vol. 127No. 9880-890.


EI论文(代表性成果):

21.雷国辉,高翔,徐可,郑泽宇(201)。饱和软黏土固结过程中的不排水抗剪强度特性。岩土工程学报,Vol. , No. , -

20.雷国辉,杨元上,赵仲辉(201)。从流动到可塑状态软黏土的一维固结特性试验研究。岩土工程学报,Vol. , No. , -

19.雷国辉,张惠敏,刘芳雪,张飞,庄妍(2018)。成层软土地基上土堤填筑稳定性的塑性极限分析。岩土工程学报,Vol. 40, No. 8, -

18.雷国辉,吴纲,姜红,茅加峰(2016)。土工织物双向可拉伸多功能渗透试验装置。岩土工程学报。Vol. 38, No. 增刊1, 119-124

17.雷国辉,李赞,徐梨丹(2016)。含砂垫层地基二维固结自由应变解。岩土工程学报。Vol. 38, No. 2, 193-201

16.雷国辉,孙华圣,吴宏伟(2014)。半无限平面问题的相对位移。岩土力学。Vol. 35, No. 5, 1224-12301240

15.雷国辉,许波,张旭东(2013)。堆载预压径竖向固结等体积应变解答。岩土工程学报。Vol. 35, No. 1, 76-84, 勘误, No. 2, 400

14.雷国辉,艾英钵,何振兴,施建勇(2012)。粉细砂中敞口PHC管桩群桩锤击施工效应。岩土工程学报,Vol. 34, No. 2, 294-302

13.雷国辉,郑强(2012)。瑞典条分法剖析引发的有效应力和渗流力概念问题。岩土工程学报,Vol. 34, No. 4, 667-676

12.陈晶晶,雷国辉(2012)。决定饱和岩土材料变形的有效应力及孔压系数。岩土力学,Vol. 33, No. 12, 3696-3703

11.雷国辉,陈晶晶(2011)。有效应力决定饱和岩土材料抗剪强度的摩擦学解释。岩土工程学报。Vol. 33, No. 10, 1517-1525

10.雷国辉,陈晶晶(2011)。无黏性土剪胀性的细观认识。岩土工程学报。Vol. 33, No. 9, 1333-1339

9.雷国辉,葛国昌,雷国刚,陈鹏(2009)。承压完整井非稳定流抽水试验的观测时间要求。水文地质工程地质。Vol. 36, No. 1, 40-43

8.雷国辉,詹金林,洪鑫,施建勇(2008)。水平受荷壁板桩群桩的变分法分析。岩土力学,Vol. 29, No. 2303-309

7.雷国辉,宋修广,潘维宗,赵承忠(2007)。敞开型测压管水位监测的滞后时间问题研究。岩土力学,Vol. 28, No. 112369-2374.

6.雷国辉,詹金林,洪鑫(2007)。壁板桩群桩竖直荷载沉降关系的变分法分析。岩土力学,Vol. 28, No. 102071-2076.

5.雷国辉,蒋春霞,施建勇(2006)。任意附加应力下竖井径竖向耦合固结等应变解。岩土力学,Vol. 27, No. 2173-178.

4.雷国辉,王轩,雷国刚(2006)。矩形槽开挖失稳滑动体形状及整体稳定分析。东南大学学报(自然科学版)。Vol. 36, No. 1102-106.

3.雷国辉,王轩,雷国刚(2006)。泥浆护壁开挖稳定性的影响因素及失稳机理综述。水利水电科技进展,Vol. 26, No. 1, 82-86.

2.雷国辉,洪鑫,施建勇(2005)。壁板桩的研究现状回顾。竞博工程学报。Vol. 38, No. 4, 103-110.

1.雷国辉,施建勇(2003). Physical meanings of kinematics in centrifuge modelling technique. 岩土力学,Vol. 24, No. 2188-193.


办公室:岩土楼301-2

手机:13851922201
邮箱:
leiguohui@hhu.edu.cn




 


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