[1] LIU Y G, GUO Y H, DING H Y, et al.Failure envelopes of wide-shallow composite bucket foundation for offshore wind turbines in silty sand[J]. Transactions of Tianjin University, 2018, 24(2): 84-92. [2] LIU R, CHEN G S, LIAN J J, et al.Vertical bearing behaviour of the composite bucket shallow foundation of offshore wind turbines[J]. Journal of renewable and sustainable energy, 2015, 7(1): 1-21. [3] 练继建, 贺蔚, 吴慕丹, 等. 带分舱板海上风电复合筒型基础承载特性试验研究[J]. 岩土力学, 2016, 37(10): 2746-2752. LIAN J J, HE W, WU M D, et al.Experimental study of bearing characteristic of bucket foundation of offshore wind turbine with bulkheads[J]. Rock and soil mechanics, 2016, 37(10): 2746-2752. [4] 丁红岩, 贾楠, 张浦阳, 等. 海上风电复合筒型基础粉质黏土下沉试验分析[J]. 天津大学学报(自然科学与工程技术版), 2017, 50(9): 893-899. DING H Y, JIA N, ZHANG P Y, et al.Analysis of penetration test of composite bucket foundations for offshore wind turbines in silty clay[J]. Journal of Tianjin University(science and technology edition), 2017, 50(9): 893-899. [5] 祁越, 刘润, 练继建. 无黏性土中复合筒型基础负压下沉模型试验[J]. 岩土力学, 2018, 39(1): 146-157. QI Y, LIU R, LIAN J J.Model test of bucket foundation suction installation in cohesionless soil[J]. Rock and soil mechanics, 2018, 39(1): 146-157. [6] 丁红岩, 刘建辉. 钻井船拔桩对筒基平台稳定性影响的敏感分析[J]. 岩土力学, 2007, 28(6): 142-148. DING H Y, LIU J H.Sensitivity analysis of effect on stability of platform with bucket foundation during pile pulling[J]. Rock and soil mechanics, 2007, 28(6): 142-148. [7] YANG M, SUN Q, LI W C, et al.Three-dimensional finite element analysis on effects of tunnel construction on nearby pile foundation[J]. Journal of Central South University of Technology, 2011, 18(3): 909-916. [8] 陈福全, 汪金卫, 刘毓氚. 基坑开挖时邻近桩基性状的数值分析[J]. 岩土力学, 2008, 29(7): 1971-1976. CHEN F Q, WANG J W, LIU Y C.Numerical analysis of pile response due to braced excavation induced soil lateral movement[J]. Rock and soil mechanics, 2008, 29(7): 1971-1976. [9] 钱建固, 周聪睿, 顾剑波. 基坑开挖诱发周围土体水平移动的解析解[J]. 岩土力学, 2016, 37(12): 3380-3385. QIAN J G, ZHOU C R, GU J B.Analytical solution for excavation induced soil horizontal movement[J]. Rock and soil mechanics, 2016, 37(12): 3380-3385. [10] 木林隆, 黄茂松. 基于小应变特性的基坑开挖对邻近桩基影响分析方法[J]. 岩土工程学报, 2014, 36(S2): 304-310. MU L L, HUANG M S.Small-strain behavior based method for effect of excavations on adjacent pile foundations[J]. Chinese journal of geotechnical engineering, 2014, 36(S2): 304-310. [11] MEYERHOF G G.Stability of slurry trench cuts in saturated clay[C]//Performance of Earth and Earth-Supported Structures, ASCE, New York, USA, 1972: 1451-1466. [12] BRITTO A M, KUSAKABE O.Stability of axisymmetric excavations in clays[J]. Journal of geotechnical engineering, 1983, 109(5): 666-681. [13] HOSSAIN M S, HU Y, RANDOLPH M F, et al.Limiting cavity depth for spudcan foundations penetrating clay[J]. Géotechnique, 2005, 55: 679-690. [14] DNV GL AS, Offshore standard DNV-OS-J101 design of offshore wind turbine structures[S]. |