MENARD L, BOROISE Y. Theoretical and Practical Aspects of Dynamic Consolidation[J]. Geotechnique,1975,25(1): 3-18. [2] CHOW Y K, YONG D M, LEE S L. Dynamic Compaction Analysis[J]. Journal of Geotechnical Engineering, 1992,118(8): 1141-1157.
[2]
白冰,刘祖德. 冲击荷载作用下饱和软粘土孔压增长与消散规律[J]. 岩土力学,1998,19(2):33-38. BAI Bing, LIU Zu-de. Growth and Dissipation of Pore Pressure in Saturated Soft Clay Under Impact Loading[J]. Rock and Soil Mechanics,1998,19(2):33-38.
[3]
李晓静,李术才,姚凯,等. 黄泛区路基强夯时超孔隙水压力变化规律试验研究[J]. 岩土力学,2011,32(9): 2815-2820. LI Xiao-jing, LI Shu-cai, YAO Kai, et al. Test Study of Changing Rules of Excess Pore Water Pressure during Dynamic Consolidation at Subgrade of Expressway in Yellow River Flood Area[J]. Rock and Soil Mechanics, 2011,32(9):2815-2820.
[4]
何淑军,李鸿江,赵敏学,等. 西北干旱湿陷性黄土区增湿高能级强夯试验研究[J]. 铁道工程学报,2011(7):9-15. HE Shu-jun, LI Hong-jiang, ZHAO Min-xue, et al. Experimental Research on the High Energy Level Dynamic Compaction with Humidification Operation to Collapsible Loess in the Arid Region in Northwest China[J]. Journal of Railway Engineering Society, 2011,(7): 9-15.
[5]
黄达,金华辉,吴雄伟. 碎石土强夯加固效果荷载试验分析[J]. 西南交通大学学报, 2013,48(3):435-440. HUANG Da, JIN Hua-hui, WU Xiong-wei. Plate Load Test Investigation of Dynamic Compaction Effect of Gravel Soil[J]. Journal of Southwest Jiaotong University, 2013,48(3):435-440.
[6]
吕爽,罗嗣海. 砂土强夯加固效果的深度效应[J]. 江西理工大学学报, 2013,34(1):37-41. Lü Shuang, LUO Si-hai. The Depth Effect of Reinforcement Impact on Sandy Soil Ground after Dynamic Compaction[J]. Journal of Jiangxi University of Science and Technology, 2013,34(1):37-41.
[7]
周健,曹宇,贾敏才,等. 强夯-降水联合加固饱和软黏土地基试验研究[J]. 岩土力学,2003,24(3):376-380. ZHOU Jian, CAO Yu, JIA Min-cai, et al. In-situ Test Study on Soft Soils Improvement by the DCM Combined with Dewatering[J]. Rock and Soil Mechanics,2003,24(3):376-380.
[8]
刘嘉,罗彦,张功新,等. 井点降水联合强夯法加固饱和淤泥质地基的试验研究[J]. 岩石力学与工程学报,2009,28(11):2222-2227. LIU Jia, LUO Yan, ZHANG Gong-xin, et al. Experimental Research on Saturated Mucky Foundation Treatment with Well-point Dewatering Combined with Dynamic Compaction Method[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(11):2222-2227.
[9]
王越虹. 低能量强夯联合井点降水处理沿海软质地基的应用研究[D]. 青岛: 青岛理工大学, 2011. WANG Yue-hong. Application Research of Coastal Soft Foundation by Low-energy Dynamic and Dewatering Consolidation[D]. Qingdao: Qingdao Technological University, 2011.
[10]
席连海. 轻型井点降水联合强夯法加固吹填土地基研究[D]. 北京: 北京交通大学, 2008. XI Lian-hai. Research on Mildtype Well Point Dewatering Associate with Heavy Tamping Reinforcing Hydraulic Fill Subgrade[D]. Beijing: Beijing Jiaotong University, 2008.
[11]
周健,崔积弘,贾敏才,等. 吹填细砂软弱地基处理试验研究[J]. 岩土力学,2008,29(4):859-864. ZHOU Jian, CUI Ji-hong, JIA Min-cai, et al. In-situ Test Study on Ground Treatment of Hydraulic Fine Soils[J]. Rock and Soil Mechanics, 2008,29(4):859-864.
[12]
叶观宝,陈望春,徐超. 强夯法地基处理有效加固深度的分析研究[J]. 上海地质, 2003(3): 22-25. YE Guan-bao, CHEN Wang-chun, XU Chao. Analysis on Effective Improvement Depth of Dynamic Consolidation[J]. Shanghai Geology, 2003(3): 22-25.
[13]
孟祥彬,姚凯,吴庆东,等. 强夯加固废弃铁矿渣路基的动应力扩散规律实验研究[J]. 山东大学学报:工学版, 2012,42(1):87-92. MENG Xiang-bin, YAO Kai, WU Qing-dong, et al. Test Study on Soil Dynamic Stress Diffusion of a Waste Iron Slag Embankment During Dynamic Consolidation[J]. Journal of Shandong University: Engineering Science Edition, 2012,42(1):87-92.
[14]
张平仓,汪稔. 强夯法施工实践中加固深度问题浅析[J].岩土力学, 2000,21(1):76-80. ZHANG Ping-cang, WANG Ren. A Study of Dynamic Consolidation Depth in Engineering Practice[J]. Rock and Soil Mechanics, 2000,21(1):76-80.
[15]
宋修广,周志东,杨阳,等. 强夯法加固无黏性土路基的现场试验与数值分析[J].公路交通科技, 2014,31(3):1-6. SONG Xiu-guang, ZHOU Zhi-dong, YANG Yang, et al. Field Test and Numerical Analysis of Dynamic Compaction on Cohesionless Soil Subgrade[J]. Journal of Highway and Transportation Research and Development, 2014,31(3):1-6.
[16]
祝介旺,李新年,王思强,等. 黄河冲洪积土强夯作用下孔隙水压力增长与消散规律[J].岩土力学工程学报,2003,22(3):500-504. ZHU Jie-wang, LI Xin-nian, WANG Si-qiang, et al. Increasing and Dissipation Regularity of the Pore Water Pressure under the Dynamic Compaction Action to the Alluvial Diluvium Soil of Yellow River[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(3):500-504.
