郑刚的代表性论文 / 论著及检索情况
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- 提问者网友：喧嚣尘世
- 2021-02-13 07:26
郑刚的代表性论文 / 论著及检索情况
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- 五星知识达人网友：woshuo
- 2021-02-13 08:26
郑刚 焦莹编著. 深基坑支护设计理论及工程应用. 中国建筑工业出版社，2010.10.
郑刚主编. 全国土木工程研究生系列教材，《高等基础工程学》. 机械工业出版社，2007.1
郑刚 刘瑞光主编. 软土地区基坑工程支护设计实例。北京：中国建筑工业出版社，2011.10 [1] Gang Zhengang, Tianqi Zhang, Yu Diao*. Mechanism and countermeasures of preceding tunnel distortion induced by succeeding EPBS tunneling in close proximity. Computers and Geotechnics. Accepted. （SCI）
[2] Gang Zhengang, Ping Lu, Yu Diao*. Advance speed-based parametric study of greenfield deformation induced by EPBM tunneling in soft ground. Computers and Geotechnics. Volume 65, 2015(4), 220–232. （SCI）
[3] Gang Zheng, Chao-Feng Zeng, Yu Diao, Xiu-Li Xue. Test and numerical research on wall deflections induced by pre-excavation dewatering. Computers and Geotechnics. 62 (2014) 244–256. （SCI）
[4] Gang Zheng, Si Yuan Peng, Charles W. W. Ng, and Yu Diao. Excavation effects on pile behaviour and capacity. Canadian Geotechnical Journal，2012，49（11）: 1347–1356. (SCI: 048GA)
[5] ZHENG Gang, DIAO Y, NG C W W. Parametric Analysis of the Effects of Stress Relief on Piles in Non-dilative Soils[J]. Canadian Geotechnical Journal.2011,48(9),1-10. （SCI检索，834VV）
[6] GANG ZHENG YAN JIANG JIE HAN YUAN-FENG LIU. Performance of cement-fly ash-gravel pile-supported high-speed railway embankments over soft marine clay. Marine Georesources and Geotechnology, 2011, 29, pp145–161, 2011. （SCI：752DJ）EI 20112214023158
[7] ZHENG Gang、CHENG Xuesong、DIAO Yu、WANG Haixu. Concept and Design Methodology of Redundancy in Braced Excavations. Geotechnical Engineering Journal of the SEAGS & AGSSEA. 2011，42（3）：13-21 (EI)
[8] Yan Jiang, Jie Han & Gang Zheng. Numerical analysis of a pile–slab-supported railway embankment. Acta Geotechnica. 2014（ 9）:499–511.SCI： AH6SX.
[9] WANG Li, ZHENG Gang, OU Ruo-nan. Finite element analysis of effect of soil displacement on earing capacity of single friction pile. Journal of the Central South University, 2014（21）: 2051−2058. （SCI）
[10] Yan Jiang, Jie Han*, and Gang Zheng. Numerical Analysis of Consolidation of Soft Soils Fully-penetrated by Deep-mixed Columns. KSCE Journal of Civil Engineering.第17卷, 第1期，96-105页, 2013.EI: 20130215895532, SCI:064MB
[11] S. Y. Peng · C. W. W. Ng · G. Zheng. The dilatant behaviour of sand–pile interface subjected to loading and stress relief. Acta Geotechnica..2013 （SCI）
[12] Zheng G., Wei S.W. Numerical analysis of influence of overlying pit excavation on existing tunnels. Journal of Central South University Technology. 2008,15(suppl.2), 69-75,. SCI检索（检索号：499ZY）
[13] Diao Y., Zheng G. Numerical analysis of effect of friction between diaphragm wall and soil on braced excavation. Journal of Central South University Technology. 2008,15(suppl.2), 81-86 SCI检索（检索号：499ZY）
[14] 郑刚 周海祚 刁钰 刘景锦. 饱和黏性土中散体桩复合地基极限承载力系数研究. 岩土工程学报, 37(3):385-399, 2015.3.
[15] 郑刚、龚晓南、谢永利、李广信. 地基处理技术发展综述. 土木工程学报. 45(2), 2012.2. 127-146. EI：20121014842196
[16] 郑刚, 李帅, 刁钰. 软土中无筋刚性桩复合地基支承路堤的整体稳定实计算方法[J]. 中国公路学报, 2012, 25（2）: 9 -19．EI ：20122015026488
[17] 郑刚、霍海峰、雷华阳. 循环荷载后原状与重塑饱和粉质粘土不排水强度性状研究. 岩土工程学报, 2012.34(3),400-408, EI：20121614955605
[18] 郑刚、李志伟. 基坑开挖对邻近任意角度建筑物影响的有限元分析. 岩土工程学报, 2012.34(4),615-624,EI：20122515137972
[19] 郑刚、李志伟. 不同围护结构变形形式的基坑开挖对邻近建筑物的影响对比分析. 岩土工程学报, 2012,34（6）：969-977, EI ：20123515376502
[20] 郑刚, 李帅, 刁钰.刚性桩复合地基支承路堤稳定破坏机理的离心模型试验[J]. 岩土工程学报, 2012, 34(11): 1977-1989.,EI:20125115822635
郑刚主编. 全国土木工程研究生系列教材，《高等基础工程学》. 机械工业出版社，2007.1
郑刚 刘瑞光主编. 软土地区基坑工程支护设计实例。北京：中国建筑工业出版社，2011.10 [1] Gang Zhengang, Tianqi Zhang, Yu Diao*. Mechanism and countermeasures of preceding tunnel distortion induced by succeeding EPBS tunneling in close proximity. Computers and Geotechnics. Accepted. （SCI）
[2] Gang Zhengang, Ping Lu, Yu Diao*. Advance speed-based parametric study of greenfield deformation induced by EPBM tunneling in soft ground. Computers and Geotechnics. Volume 65, 2015(4), 220–232. （SCI）
[3] Gang Zheng, Chao-Feng Zeng, Yu Diao, Xiu-Li Xue. Test and numerical research on wall deflections induced by pre-excavation dewatering. Computers and Geotechnics. 62 (2014) 244–256. （SCI）
[4] Gang Zheng, Si Yuan Peng, Charles W. W. Ng, and Yu Diao. Excavation effects on pile behaviour and capacity. Canadian Geotechnical Journal，2012，49（11）: 1347–1356. (SCI: 048GA)
[5] ZHENG Gang, DIAO Y, NG C W W. Parametric Analysis of the Effects of Stress Relief on Piles in Non-dilative Soils[J]. Canadian Geotechnical Journal.2011,48(9),1-10. （SCI检索，834VV）
[6] GANG ZHENG YAN JIANG JIE HAN YUAN-FENG LIU. Performance of cement-fly ash-gravel pile-supported high-speed railway embankments over soft marine clay. Marine Georesources and Geotechnology, 2011, 29, pp145–161, 2011. （SCI：752DJ）EI 20112214023158
[7] ZHENG Gang、CHENG Xuesong、DIAO Yu、WANG Haixu. Concept and Design Methodology of Redundancy in Braced Excavations. Geotechnical Engineering Journal of the SEAGS & AGSSEA. 2011，42（3）：13-21 (EI)
[8] Yan Jiang, Jie Han & Gang Zheng. Numerical analysis of a pile–slab-supported railway embankment. Acta Geotechnica. 2014（ 9）:499–511.SCI： AH6SX.
[9] WANG Li, ZHENG Gang, OU Ruo-nan. Finite element analysis of effect of soil displacement on earing capacity of single friction pile. Journal of the Central South University, 2014（21）: 2051−2058. （SCI）
[10] Yan Jiang, Jie Han*, and Gang Zheng. Numerical Analysis of Consolidation of Soft Soils Fully-penetrated by Deep-mixed Columns. KSCE Journal of Civil Engineering.第17卷, 第1期，96-105页, 2013.EI: 20130215895532, SCI:064MB
[11] S. Y. Peng · C. W. W. Ng · G. Zheng. The dilatant behaviour of sand–pile interface subjected to loading and stress relief. Acta Geotechnica..2013 （SCI）
[12] Zheng G., Wei S.W. Numerical analysis of influence of overlying pit excavation on existing tunnels. Journal of Central South University Technology. 2008,15(suppl.2), 69-75,. SCI检索（检索号：499ZY）
[13] Diao Y., Zheng G. Numerical analysis of effect of friction between diaphragm wall and soil on braced excavation. Journal of Central South University Technology. 2008,15(suppl.2), 81-86 SCI检索（检索号：499ZY）
[14] 郑刚 周海祚 刁钰 刘景锦. 饱和黏性土中散体桩复合地基极限承载力系数研究. 岩土工程学报, 37(3):385-399, 2015.3.
[15] 郑刚、龚晓南、谢永利、李广信. 地基处理技术发展综述. 土木工程学报. 45(2), 2012.2. 127-146. EI：20121014842196
[16] 郑刚, 李帅, 刁钰. 软土中无筋刚性桩复合地基支承路堤的整体稳定实计算方法[J]. 中国公路学报, 2012, 25（2）: 9 -19．EI ：20122015026488
[17] 郑刚、霍海峰、雷华阳. 循环荷载后原状与重塑饱和粉质粘土不排水强度性状研究. 岩土工程学报, 2012.34(3),400-408, EI：20121614955605
[18] 郑刚、李志伟. 基坑开挖对邻近任意角度建筑物影响的有限元分析. 岩土工程学报, 2012.34(4),615-624,EI：20122515137972
[19] 郑刚、李志伟. 不同围护结构变形形式的基坑开挖对邻近建筑物的影响对比分析. 岩土工程学报, 2012,34（6）：969-977, EI ：20123515376502
[20] 郑刚, 李帅, 刁钰.刚性桩复合地基支承路堤稳定破坏机理的离心模型试验[J]. 岩土工程学报, 2012, 34(11): 1977-1989.,EI:20125115822635
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