Tan, Y., Jiang, W. Z., Rui, H. S., Lu, Y., and Wang, D. L. (2020). “Forensic geotechnical analyses on the 2009 building-overturning accident in Shanghai, China: beyond common recognitions. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 146(7), 05020005 , 26 pages.
Long, Y. Y., and Tan, Y.* (2020). “Soil arching due to leaking of tunnel buried in water-rich sand.” Tunnelling and Underground Space Technology 95, 103158, 18 pages.
Tan, Y., Wei, B., Lu, Y., and Yang, B. (2019). “Is basal reinforcement essential for long and narrow subway excavation bottoming out in Shanghai soft clay.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 145(5), 05019002, 14 pages.
Tan, Y., Lu, Y., and Wang, D. (2019). “Practical solutions for concurrent excavation of neighboring mega basements closely surrounded by utility tunnels in Shanghai Hongqiao CBD.” Practice Periodical on Structural Design and Construction, ASCE, 24(4), 05019005, 23 pages.
Lu, Y., Tan, Y.*, and Lan, H. (2019). “Full-scale load testing of 75-90-m-long post-grouted drilled shafts in Suzhou stiff clay.” Journal of Testing and Evaluation, ASTM, 47(1): 284-309.
Lu, Y., Tan, Y.*, and Li, X. (2018). “Stability analyses on slopes of clay-rock mixtures using discrete element method.” Engineering Geology 244: 116-124.
Tan, Y., Lu, Y., Xu, C., and Wang, D. (2018). “Investigation on performance of a large circular pit-in-pit excavation in clay-gravel-cobble mixed strata.” Tunnelling and Underground Space Technology 79: 356-374.
Tan, Y.*, Jiang, W., Luo, W., Lu, Y., and Xu, C. (2018). “Longitudinal sliding event during excavation of Feng-Qi Station of Hangzhou Metro Line 1: Postfailure investigation.” Journal of Performance of Constructed Facilities, ASCE, 32(4), 04018039, 27 pages.
Tan, Y., and Lu, Y. (2018). “Responses of shallowly buried pipelines to adjacent deep excavations in Shanghai soft ground.” Journal of Pipeline Systems Engineering and Practice, ASCE, 9(2), 05018002, 14 pages.
Tan, Y., Lu, Y., and Wang, D. (2018). “Deep excavation of the Gate of the Orient in Suzhou stiff clay: Composite earth retaining systems and dewatering plans.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 144(3), 05017009, 21 pages.
Tan, Y.*, Zhu, H., Peng, F., Karlsrud, K., and Wei, B. (2017). “Characterization of semi-top-down excavation for subway station in Shanghai soft ground.” Tunnelling and Underground Space Technology 68: 244-261.
Tan, Y., and Lu, Y. (2017). “Forensic diagnosis of a leaking accident during excavation.” Journal of Performance of Constructed Facilities, ASCE, 31(5), 04017061, 15 pages.
Lu, Y., Tan, Y.*, Li, X., and Liu, C. (2017). “Methodology for simulation of irregularly shaped gravel grains and its application to DEM modeling.” Journal of Computing in Civil Engineering, ASCE, 31(5), 04017023, 11 pages.
Tan, Y.*, Wang, D., Lu, Y., and Fang, T. (2017). “Excavation of Middle Huai-Hai Road Station of Shanghai Metro Line 13: challenges, risks, countermeasures and performance assessment.” Practice Periodical on Structural Design and Construction, ASCE, 22(3), 05017003, 14 pages.
Tan, Y., and Lu, Y. (2017). “Why excavation of a small air shaft caused excessively large displacements: forensic investigation.” Journal of Performance of Constructed Facilities, ASCE, 31(2), 04016083, 20 pages.
Tan, Y.*, Huang, R., Kang, Z., and Wei, B. (2016). “Covered semi-top-down excavation of subway station surrounded by closely spaced buildings in downtown Shanghai: building response.” Journal of Performance of Constructed Facilities, ASCE, 30(6), 04016040, 26 pages.
Tan, Y.*, Li, X., Kang, Z., Liu, J., and Zhu, Y. (2015). “Zoned excavation of an oversized pit close to an existing metro line in stiff clay: case study.” Journal of Performance of Constructed Facilities, ASCE, 29(6), 04014158, 19 pages.
Tan, Y.*, Wei, B., Zhou, X., and Diao, Y. (2015). “Lessons learned from construction of Shanghai metro stations: importance of quick excavation, prompt propping, timely casting and segmented construction.” Journal of Performance of Constructed Facilities, ASCE, 29(4), 04014096, 15 pages.
Tan, Y.*, and Wang, D. (2015a). “Structural behaviors of large underground earth-retaining systems in Shanghai. I: unpropped circular diaphragm wall.” Journal of Performance of Constructed Facilities, ASCE, 29(2), 04014058, 14 pages.
Tan, Y.*, and Wang, D. (2015b). “Structural behaviors of large underground earth-retaining systems in Shanghai. II: multipropped rectangular diaphragm wall.” Journal of Performance of Constructed Facilities, ASCE, 29(2), 04014059, 16 pages.
Tan, Y.*, Wei, B., Diao, Y., and Zhou, X. (2014). “Spatial corner effects of long and narrow multipropped deep excavations in Shanghai soft clay.” Journal of Performance of Constructed Facilities, ASCE, 28(4), 04014015, 17 pages.
Tan, Y.*, Lin, G., Zhang, Y., and Li, X. (2015). “Closure to Comprehensive Load Test on Prestressed Concrete Piles in Alluvial Clays and Marl in Savannah, Georgia by Yong Tan and Guoming Lin.” Journal of Performance of Constructed Facilities, ASCE, 29(1), 07014002, 8 pages.
Tan, Y.*, and Lin, G. (2014). “Comprehensive load test on prestressed concrete piles in alluvial clay and marl in Savannah, Georgia.” Journal of Performance of Constructed Facilities, ASCE, 28(1): 178-190.
Tan, Y.*, and Wang, D. (2013a). “Characteristics of a large-scale deep foundation pit excavated by the central-island technique in Shanghai soft clay. I: bottom-up construction of the central cylindrical shaft.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 139(11): 1875-1893.
Tan, Y.*, and Wang, D. (2013b). “Characteristics of a large-scale deep foundation pit excavated by the central-island technique in Shanghai soft clay. II: top-down construction of the peripheral rectangular pit.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 139(11): 1894-1910.
Lu, Y., Tan, Y.*, and Lin, G. (2013). “Characterization of thick varved clayey silt deposits along the Delaware River by field and laboratory tests.” Environmental Earth Sciences, 69(6): 1845-1860.
Tan, Y.*, and Lin, G. (2013). “Full-scale testing of open-ended steel pipe piles in thick varved clayey silt deposits along the Delaware River in New Jersey.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 139(3): 518-524.
Tan, Y.*, and Wei, B. (2012). “Performance of an overexcavated metro station and facilities nearby.” Journal of Performance of Constructed Facilities, ASCE,26(3): 241-254.
Lu, Y., and Tan, Y.* (2012). “Examination of loose saturated sands impacted by a heavy tamper.” Environmental Earth Sciences, 66(5): 1557-1567.
Tan, Y.*, and Wei, B. (2012). “Observed behavior of a long and deep excavation constructed by cut-and-cover technique in Shanghai soft clay.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(1): 69-88.
Tan, Y.*, and Lan, H. (2012). “Vibration effects attributable to driving of PHC pipe piles.” Journal of Performance of Constructed Facilities, ASCE, 26(5): 679-690.
Tan, Y.*, Lu, Y., Peng, F., and Liao, S. (2012). “Isolation of DDC impact to sheet pile walls by open trenches.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(1): 110-114.
Tan, Y.*, and Li, M. (2011). “Measured performance of a 26 m deep top-down excavation in downtown Shanghai.” Canadian Geotechnical Journal, 48(5): 704-719.
Lu, Y., and Tan, Y.* (2011). “Mitigation of building responses due to DDC impact by soft and stiff wave barriers.” Journal of Vibration and Control, 17(2): 259-277.
Tan, Y.*, Lu, Y., and Peng, F. L. (2010). “Semiempirical approach for estimation of DDC-induced deflections of sheet pile walls in peat.” Journal of Performance of Constructed Facilities, ASCE, 24(1): 87-95.
Tan, Y.*, and Lu, Y. (2009). “Parametric studies of DDC-induced deflections of sheet pile walls in soft soils.” Computers and Geotechnics 36: 902-910.
Tan, Y.*, and Lu, Y. (2008). “Compaction-induced earth pressures against a sheet pile wall in peat.” Transportation Research Record: Journal of the Transportation Research Board No.2045: 29-38.
Tan, Y.*, and Paikowsky, S. G. (2008). “Performance of sheet pile wall in peat.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134(4): 445-458.
Tan, Y.* (2008). “Finite element analysis of highway construction in peat bog.” Canadian Geotechnical Journal, 45(2): 147-160.
宋享桦,谭勇*,张生杰. 暴雨气候下临时边坡植被护坡模型试验研究[J], 哈尔滨工业大学学报,2020,录用待刊.
刘祥勇,宋享桦,谭勇,景旭成. 南通深厚富水砂性地层地铁深基坑抽水回灌现场试验研究[J], 岩土工程学报,2020,录用待刊。
杨波,谭勇*. 土石混合体地层中基坑开挖对邻近既有隧道影响模型试验研究[J], 隧道建设, 2019, 39(S2): 192-199.
宋享桦, 谭勇*, 刘俊岩, 刘燕, 马桂宁. 拉拔作用下锚杆复合土钉支护协同作用细观机制研究[J], 岩石力学与工程学报, 2019,38(3): 591-605.
蒋维真,谭勇*. 某软土地铁车站基坑纵向滑坡事故分析[J], 隧道建设, 2018,A02, 183-189.
龙莹莹,谭勇*. 富水砂层中隧道渗蚀灾害的初步细观模拟分析[J], 现代隧道技术, 2018,55(S2): 501-510.
陈万垒, 谭勇*,李想,柳楚楠. 盾构掘进破坏孤石诱发地层塌陷的灾变机制研究[J], 隧道建设, 2018,38 (5): 824-832.
张宇飞, 谭勇*, 柳楚楠, 李想. 基于离散元法细观分析的隧道掘进对砾石地层扰动的初步研究[J], 隧道建设, 2017, 37(a02), 128-135.
康志军, 谭勇*, 李金龙. 基于流-固耦合的盾构隧道开挖面稳定性研究[J], 隧道建设, 2017, 37(10): 1287-1295.
康志军, 黄润秋, 卫彬, 谭勇*. 上海软土地区某逆作法地铁深基坑变形分析[J], 浙江大学学报(工学版), 2017, 51(8), 1527-1536.
康志军, 谭勇*, 李想, 卫彬, 徐长节. 基坑围护结构最大侧移深度对周边环境的影响[J], 岩土力学, 2016, 37(10): 2909-2914, 2920.
谭勇*, 康志军, 卫彬, 邓刚. 上海软土地区某地铁风井深基坑案例分析[J], 浙江大学学报(工学版), 2016, 50(5): 1048-1055.
康志军*, 谭勇, 邓刚, 卫彬. 被动区土体加固对深基坑变形影响的研究[J], 长江科学院院报, 2016(33): 1-6.
卫彬*, 李想, 谭勇. 上海某地铁深基坑工程施工案例分析[J], 施工技术, 2015(7): 72-76.
廖少明*, 魏仕锋, 谭勇, 柳骏茜. 苏州地区大尺度深基坑变形性状实测分析[J], 岩土工程学报, 2015, (03): 458-469.
魏仕锋, 谭勇, 廖少明*,申明亮. 钱江隧道盾构试验井深基坑实测分析[J], 土木工程学报, 2014,47(8): 112-119.
朱炎兵*, 周小华, 魏仕锋, 谭勇. 建造过程对运营地铁车站结构内力变化影响分析[J], 铁道建筑, 2014, (1): 62-66.
朱炎兵*, 周小华, 魏仕锋, 谭勇. 临近既有地铁车站的基坑变形性状研究[J], 岩土力学, 2013, (10): 2997-3002.