[1]
吴帅峰, 蔡红, 严俊, 等. 强夯沉降模型及参数特征分析研究[J]. 振动与冲击, 2021, 40(7): 112-118.
WU S F, CAI H, YAN J, et al. Dynamic compaction settlement model and parameter characteristic analysis[J]. Journal of Vibration and Shock, 2021, 40(7): 112-118(in Chinese).
[2]
钱家欢. 土工原理与计算[M]. 2版. 北京: 中国水利水电出版社, 1996: 251-257.
QIAN J H. Geotechnical principle and calculation[M]. 2nd ed. Beijing: China Water & Power Press, 1996: 251-257(in Chinese).
[3]
SCOTT R A, PEARCE R W. Soil compaction by impact[J]. Géotechnique, 1975, 25(1): 19-30.
[4]
孔令伟, 袁建新. 强夯的边界接触应力与沉降特性研究[J]. 岩土工程学报, 1998, 20(2): 86-92.
KONG L W, YUAN J X. Study on surface contact stress and settlement properties during dynamic consolidation[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(2): 86-92(in Chinese).
[5]
刘汉龙, 高有斌, 曹建建, 等. 强夯作用下接触应力与土体竖向位移计算[J]. 岩土工程学报, 2009, 31(10): 1493-1497.
LIU H L, GAO Y B, CAO J J, et al. Calculation of contact stress and soil vertical displacement under dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(10): 1493-1497(in Chinese).
[6]
白冰. 强夯荷载作用瞬间饱和土层固结变形计算[J]. 岩土力学, 2003, 24(1): 57-60.
BAI B. Calculation of consolidation deformation of saturated stratum under dynamic compaction loading[J]. Rock and Soil Mechanics, 2003, 24(1): 57-60(in Chinese).
[7]
罗嗣海, 龚晓南. 无黏性土强夯加固效果定量估算的拟静力分析法[J]. 岩土工程学报, 2008, 30(4): 480-486.
LUO S H, GONG X N. Quasi-static analysis for quantitative estimation of improvement effect of cohesionless soil treated by dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(4): 480-486(in Chinese).
[8]
裘以惠, 郭玉玲. 强夯法加固地基的土体动应力量测[J]. 太原工学院学报, 1984, 15(1): 45-52.
QIU Y H, GUO Y L. The in-situ measurement of dynamic stress in soil mass during heavy teping by dynamic consolidation method in ground improvement[J]. Journal of Taiyuan University of Technology, 1984, 15(1): 45-52(in Chinese).
[9]
THILAKASIRI H S, GUNARATNE M, MULLINS G, et al. Investigation of impact stresses induced in laboratory dynamic compaction of soft soils[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1996, 20(10): 753-767.
[10]
钱家欢, 钱学德, 赵维炳, 等. 动力固结的理论与实践[J]. 岩土工程学报, 1986, 8(6): 1-17.
QIAN J H, QIAN X D, ZHAO W B, et al. Theory and practice of dynamic conslidation[J]. Chinese Journal of Geotechnical Engineering, 1986, 8(6): 1-17(in Chinese).
[11]
蒋鹏, 李荣强, 孔德坊. 强夯大变形冲击碰撞数值分析[J]. 岩土工程学报, 2000, 22(2): 222-226.
JIANG P, LI R Q, KONG D F. Numerical analysis of large deformation impact and collision properties during dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 222-226(in Chinese).
[12]
CHOW Y K, YONG D M, YONG K Y, et al. Dynamic compaction of loose granular soils: effect of print spacing[J]. Journal of Geotechnical Engineering, 1994, 120(7): 1115-1133.
[13]
中华人民共和国住房和城乡建设部. 建筑地基基础设计规范: GB 50007—2011[S]. 北京: 中国计划出版社, 2012.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Code for design of building foundation: GB 50007—2011[S]. Beijing: China Planning Press, 2012(in Chinese).
[14]
中华人民共和国住房和城乡建设部. 建筑地基处理技术规范: JGJ 79—2012[S]. 北京: 中国建筑工业出版社, 2012: 35.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Technical code for ground treatment of buildings: JGJ 79—2012[S]. Beijing: China Architecture & Building Press, 2012: 35(in Chinese).
[15]
吴忠怀, 吴武胜, 龚晓南. 强夯置换深度估算的拟静力法[J]. 华东地质学院学报, 2001, 24(4): 306-308.
WU Z H, WU W S, GONG X N. Quasi-static model for estimating replacement depth of dynamic replacement[J]. Journal of East China Geological Institute, 2001, 24(4): 306-308(in Chinese).
[16]
罗嗣海. 软弱地基强夯与强夯置换加固效果计算[D]. 杭州: 浙江大学, 1999.
LUO S H. Calculation of flabby ground reinforced by dynamic compaction[D]. Hangzhou: Zhejiang University, 1999(in Chinese).
[17]
帅方生. 边界元法在强夯法中的应用[D]. 南京: 河海大学, 1985: 3.
SHUAI F S. The application of boundary element method to dynamic compaction[D]. Nanjing: Hohai University, 1985: 3(in Chinese).
[18]
钱家欢. 土力学[M]. 南京: 河海大学出版社, 1988.
QIAN J H. Soil mechanics[M]. Nanjing: Hohai University Press, 1988(in Chinese).
[19]
张强, 卓拥. 垫层强夯法加固高水位粉土地基现场试验研究[J]. 民航学报, 2022, 6(6): 44-49.
ZHANG Q, ZHUO Y. Field test study on strengthening high water level silt foundation with cushion dynamic compaction method[J]. Journal of Civil Aviation, 2022, 6(6): 44-49(in Chinese).
[20]
陈南, 尚晓一, 吴彪, 等. 基于可破碎颗粒的高填方碎石土地基强夯颗粒流数值分析[J]. 宁波大学学报(理工版), 2022, 35(4): 58-64.
CHEN N, SHANG X Y, WU B, et al. Numerical analysis of dynamic compaction particle flow of high fill gravel foundation based on broken particles[J]. Journal of Ningbo University (Natural Science & Engineering Edition), 2022, 35(4): 58-64(in Chinese).
[21]
LIU C, XU Q, SHI B, et al. Mechanical properties and energy conversion of 3D close-packed lattice model for brittle rocks[J]. Computers & Geosciences, 2017, 103: 12-20.