近期论文
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主要科研论文
1. Li Dayong., Ma Shili., Zhang Yukun*. Undrained pullout capacity of modified suction caisson in clay by finite element limit analysis. Marine Georesources & Geotechnology. 2018. DOI: 10.1080/1064119X.2017.1410869.（SCI，ESI）
2. Li Dayong*., Ma Shili., Zhang Yukun., Chen Fuquan. Lateral bearing capacity of modified suction caissons determined using limit equilibrium method. China Ocean Engineering, 2018, Published online.（SCI，ESI）
3.Li Dayong., Li Shanshan., Zhang Yukun., Chen Fuquan. Earth pressure distribution and sand deformation around modified suction caissons (MSCs) under monotonic lateral loading. China Ocean Engineering. 2018, Accepted（SCI，ESI）
4. Zhang Yukun., Li Dayong*., Chen Fuquan. Experimental studies on sand plug formation in suction caisson during 1 extraction. Marine Georesources & Geotechnology. 2018, Published online.（SCI，ESI）
5. Li Shanshan., Li Dayong*. Mechanical properties of scrap tire crumbs-clayey soil mixtures determined by laboratory tests. Advances in Materials Science and Engineering, 2018, 1742676.（SCI）
6. Wu Yuqi., Wang Zhongtao., Yang Qing.,Li Dayong*. Theoretical Studies on Penetration Resistance of Suction Caissons in Clay. Marine Georesources & Geotechnology. 2018, Published online.（SCI，ESI）
7. Zhang Yukun., Li Dayong*., Li Shanshan. Cone shaped hollow flexible reinforced concrete foundation (CHFRF) - a novel type of foundation for montane wind turbine. Soils and Foundations, 2018. Under review.
8. Zhang Yukun., Li Dayong*. Principle of pole point method of Mohr’s circleof strain and its applications. Materials, 2018. Under review.
9. Wu Yuqi.,Li Dayong*., Zhang Yukun. Determination of maximum penetration depth of suction caissons in sand. KSCE Journal of Civil Engineering, 2017(1):1-8.（SCI）
10. Zhang Yukun., Li Dayong., Gao Yufeng.Earth pressures on modified suction caisson (MSC) in saturated sand under monotonic lateral loading, Journal of Renewable Sustainable Energy, 2016, 8(5).（SCI，ESI）
11. Zhang Yukun., Li Dayong., Gao Yufeng. H-M bearing capacity of a modified suction caisson determined by using load-/ displacement-controlled methods, China Ocean Engineering, 2016, 30(6), 926-941.（SCI，ESI）
12. Zhang Yukun., Li Dayong*., Gao Yufeng. Model tests on installation and extraction of suction caissons in dense sand. Marine Georesources & Geotechnology, 2016. 35(7), 921-929.（SCI，ESI）
13. Li Dayong*., Zhang Yukun., Feng Lingyun. Gao Yufeng. Capacity of modified suction caissons in marine sand under static horizontal loading, Ocean Engineering, 2015, 102, 1-16.（SCI，ESI）
14. Li Dayong*., Feng Lingyun., Zhang Yukun. Model tests of modified suction caissons in marine sand under monotonic lateral combined loading, Applied Ocean Research, 2014, 48, 137-147.（SCI，ESI）
15. Li Dayong*., Zhang Yukun., Feng Lingyun., Guo Yanxue. Response of skirted suction caissons to monotonic lateral loading in saturated medium sand,China Ocean Engineering, 2014, 28, 569-578.（SCI，ESI）
16. Zhao Zihao., Li Dayong., Zhang Fei. Ultimate lateral bearing capacity of tetrapod jacket foundation in clay, Computers and Geotechnics, 48.（SCI，ESI）
17. Gao Yufeng., Qiu Yue., Li Dayong, et al. Experimental studies on the anti-uplift behavior of the suction caissons in sand. Applied Ocean Research. 2013，43: 37-45.（SCI，ESI）
18. Wu yongxin., Gao Yufeng., Li Dayong. Error Assessment of Multivariate Random Processes Simulated by a Conditional-Simulation Method. Journal of Engineering Mechanics, ASCE. 2014, 141(5): 04014155. （SCI，ESI）
19. Gao Yufeng., Wu Yongxin., Li Dayong. Error assessment for the coherency matrix-based spectral representation method in multivariate random processes simulation. Journal of Engineering Mechanics, ASCE. 2012, 139(9): 1294-1299. （SCI，ESI）
20. Gao Yufeng, Wu Yongxin, Li Dayong, et al. An improved approximation for the spectral representation method in the simulation of spatially varying ground motions. Probabilistic Engineering Mechanics, 2012, 29: 7-15.（SCI，ESI）
21. Gao Yufeng., Wu Yongxin., Li Dayong, et al. An improved method for the generating of spectrum-compatible time series using wavelets. Earthquake Spectra, 2014, 30(4): 1467-1485.（SCI，ESI）
22. Wu Yongxin., Gao Yufeng., Li Dayong, et al. Comparison of the spectral representation method to simulate spatially variable ground motions. Journal of Earthquake Engineering, 2014, 18(3): 458-475.（SCI，ESI）
23. Gao Yufeng., Wu Yingxin., Li Dayong. An improved method for the generating of spectrum compatible time series using wavelets, Earthquake Spectra, 2014, 30(4), 1467-1485.（SCI，ESI）
24. Wu Yingxin., Gao Yufeng., Li Dayong. Error assessment of multivariate random processes simulated by conditional simulation method, Journal of Engineering Mechanics, 2015, 141(5), 1-12.（SCI，ESI）
25. Wu Yongxin., Gao Yufeng., Li Dayong. Study of the approximate approaches to the POD based spectral representation method, SCIENCE CHINA - Technological Sciences, 2013, 56(4), 970-979.（SCI，ESI）
26. Wu Yingxin., Gao Yufeng., Li Dayong. Error assessment for the coherency matrix based-spectral representation method in multivariate random processes simulation, Journal of Engineering Mechanics, 2013, 139(9), 1294-1299.（SCI，ESI）
27. Gao Yufeng., Zhang Ning., Li Dayong. Effects of topographic amplification induced by a U-shaped canyon on seismic waves, Bulletin of the Seismological Society of America, 2012, 102(4), 1748-1763.（SCI，ESI）
28. Gao Meng., Gao Guangyun., Li Dayong. A 2.5D Boundary element approach for modeling poro-elastic bodies subjected to moving loads. Journal of Sound and Vibration. accepted.（SCI，ESI）
29. Zhai Hanbo., Li Dayong*. Experimental Studies on Modified Suction Caissons in Fine Sand Subject to Uplift Loading. Transactions of Tianjin University, 2017, 23(6):562-569. (EI)
30. 冯凌云，李大勇*. 砂土中裙式吸力基础水平循环承载特性的影响因素分析. 工程科学与技术, 2018. 录用待刊. (EI)
31. 李珊珊, 李大勇*, 高玉峰. 砂土最大最小孔隙比测定及其影响因素分析[J]. 岩土工程学报, 2018, 40(3):554-561. (EI)
32. 王建军, 陈福全, 李大勇*. 低填方加筋路基沉降的Kerr模型解[J]. 岩土力学, 2018, DOI: 10.16285/j.rsm.2017.1180. (EI)
33. 陈福全, 赖丰文, 李大勇*. 受空洞坍塌影响的加筋路基研究综述[J]. 岩土力学, 2018, DOI: 10.16285/j.rsm.2016.3013. (EI)
34. 李大勇*, 吴宇旗, 张雨坤. 砂土中桶形基础吸力值的设定范围[J]. 岩土力学, 2017, 38(4):985-992+1002. (EI)
35. 李大勇*, 郭彦雪，高玉峰，张雨坤. 水平单调荷载作用下饱和细砂中裙式吸力基础土压力特性分析, 土木工程学报, 2014, 1, 112-119. (EI)
36. 李大勇*, 黄婷, 翟汉波. 竖向荷载作用下砂土中裙式吸力基础承载特性, 四川大学学报（工程科学版）, 2015, 47(5), 10-16. (EI)
37. 李大勇*, 冯凌云, 张雨坤, 郭彦雪. 饱和细砂中裙式吸力基础水平单调加载模型试验——承载力及变形分析, 岩土工程学报, 2013, 35(11), 2030-2037. (EI)
38. 李大勇*, 张雨坤, 高玉峰, 宋言江. 中粗砂中吸力锚的负压沉贯模型试验研究, 岩土工程学报, 2012, 34(12), 2277-2283. (EI)
39.李大勇*, 冯凌云等.裙式吸力基础水平承载数值分析[J]. 岩土工程学报. 2013, 35(S1): 33-38. (EI)
40. 李大勇*, 龚晓南, 张土乔. 软土地基深基坑周围地下管线保护措施的数值模拟[J]. 岩土工程学报, 2001, 23(6):736~740. (EI)
41. 李大勇*, 龚晓南. 深基坑邻近柔性接口地下管线的形状分析[J]. 土木工程学报, 2003, 36(2):77~80. (EI)
42. 李大勇*, 吕爱钟. 内撑式基坑工程周围地下管线的性状分析[J]. 岩石力学与工程学报, 2004, (4):682-687. (EI)
43. 李大勇*, 吕爱钟, 张庆贺. 南京地铁旁通道冻结实测分析研究[J]. 岩石力学与工程学报, 2004, (2):334-338. (EI)
44. 李大勇*, 王晖, 武亚军. 盾构掘进对周围环境的影响分析[J]. 地下空间与工程学报, 2005, 7:1061-1063.
45. 武亚军, 杨敏, 李大勇. 大连路隧道联络通道冻土帷幕数值分析[J]. 岩土力学, 2006, 27(3):487-490. (EI)
46. 陈福全, 李大勇, 王晖. 地铁盾构机掘进对周围环境影响的现场测试研究[J].铁道工程学报, 2007, 9,46-50.
47. 李大勇*, 张土乔, 龚晓南. 深基坑开挖引起临近地下管线的位移分析[J]. 工业建筑, 1999, 29(11):36-41. (EI)
48. 魏代琳, 李大勇*, 牛冰艳. 膨润土和高岭土掺量对饱和细砂剪切特性的影响[J]. 中国科技论文, 2018, 13(1): 31-36.
49. 白云, 李大勇*, 吴宇旗等. 倾斜荷载作用下裙式吸力基础承载特性研究[J]. 广西大学学报(自然科学版), 2018, 43(1):205-211.
50. 马士力, 白云, 李大勇*. 砂土中黏粒含量对渗透性的影响[J]. 广西大学学报(自然科学版), 2018, 43(1):226-231.
51. 刘学洋, 张雨坤, 李大勇*. 竖向荷载下裙式吸力基础周围土体变形研究[J]. 人民长江, 2018, 49(6):96-101.
52. 李珊珊, 李大勇*. 废旧轮胎橡胶颗粒与黏土混合土的剪切特性[J]. 长江科学院院报, 2017, 34(7):99-105.
53. 李大勇*, 亓义菘, 张雨坤. 组合荷载作用下裙式吸力基础承载特性数值分析[J]. 广西大学学报(自然科学版), 2017, 42(4):1369-1377.
54. 董超, 李大勇*, 李珊珊. 橡胶颗粒粒径对砂土抗剪强度的影响[J]. 广西大学学报(自然科学版), 2017, 42(4):1392-1398.
55. 亓义菘, 李大勇*, 黄婷. 饱和砂土中吸力基础沉贯过程中渗流场分布[J]. 人民长江, 2017, 48(18):50-55.
56. 丁鲁强, 李大勇*, 陈福全. 土工格栅与饱和细砂的界面特性试验研究[J]. 长江科学院院报, 2017, 34. DOI: 10.11988/ckyyb.20170474
57. 李大勇*, 翟汉波, 张雨坤. 裙式吸力力基础在层状土中沉贯的渗流数值分析[J]. 海洋技术学报, 2014, 33(6):96-102.
58. 王晖, 李大勇*, 张学臣. 拔桩施工工法的工程应用[J]. 建筑技术, 2011, 42(3):214-216.
59. 李大勇*, 刘小丽, 孙宗军. 海上风电塔架基础的新型吸力锚研发[J]. 海洋技术, 2011, 30(3):83-87.
60. 李大勇*, 王梅, 刘小丽. 离岸裙式吸力基础在砂土地基中沉贯性研究[J]. 海洋工程, 2011, 29(1):111-115.
61. 范德伟, 李大勇*, 张学臣. 地铁隧道开挖引起临近地下管线竖向位移及内力分析[J]. 工业建筑, 2009, 39(9):85-89.
62. 李德胜, 李大勇*. 盾构机下穿桩基施工对单桩承载力影响的数值研究[J]. 工程地质学报, 2009, 17(2):284-288.
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