[1] 金华辉.山区碎石土地基强夯加固效果分析及其预测评价[D].重庆:重庆大学, 2012. (Jin Huawei. Analysis on improvement effect of dynamic consolidation on foundation with gravelly soil and the forecast evaluation[D].Chongqing: Chongqing University,2012. (in Chinese))
[2] 付乐.工程碎石土基本力学特性与强夯加固机理研究[D].北京:北京科技大学,2016. (Fu Le. Research on the basic mechanical properties of engineering gravelly soil and dynamic compaction strengthening mechanism[D]. Beijing: University of Science and Technology Beijing,2016. (in Chinese))
[3] 窦锦钟,邵雪莹,廖晨聪,等.不同夯点布置形式下群夯加固效果研究[J]. 岩土力学,2019,40(增1):527-534. (Dou Jinzhong, Shao Xueying, Liao Chencong, et al. Study on multi-tamping effects under different arrangement forms of tamping-location[J]. Rock and Soil Mechanics, 2019,40 (Supp.1): 527-534. (in Chinese))
[4] 年廷凯,水伟厚,李鸿江,等.沿海碎石回填地基上高能级强夯系列试验对比研究[J]. 岩土工程学报,2010,32(7):1029-1034. (Nian Tingkai, Shui Weihou, Li Hongjiang, et al. Field tests of high energy dynamic compaction on foundation backfilled by crushed stone in coastal area[J]. Chinese Journal of Geotechnical Engineering, 2010,32 (7): 1029-1034. (in Chinese))
[5] 郑刚,张军辉,章定文,等.地基处理技术现状与发展[J]. 土木工程学报,2024,57(7):51-70. (Zheng Gang, Zhang Junhui, Zhang Dingwen, et al. State-of-the-art of ground improvement technologies[J]. China Civil Engineering Journal, 2024, 57(7): 51-70. (in Chinese))
[6] 王铁宏,水伟厚,王亚凌,等.10 000 kN·m高能级强夯时的地面变形与孔压试验研究[J]. 岩土工程学报,2005,27(7):759-762. (Wang Tiehong, Shui Weihou, Wang Yaling, et al. Experimental research on the ground deformation and pore water pressure during 10 000 kN·m high energy dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2005,27(7): 759-762. (in Chinese))
[7] 冉逸涵,肖世国,廖家前,等.土-石混合填土强夯动应力的简化与修正算法[J]. 岩土力学,2024,45(4):1121-1128. (Ran Yihan, Xiao Shiguo, Liao Jiaqian, et al. Simplified and modified algorithms for dynamic compressive stress in mixed soil-rock fills under dynamic compaction [J]. Rock and Soil Mechanics, 2024,45 (4): 1121-1128. (in Chinese))
[8] 冯世进,水伟厚,梁永辉.高能级强夯加固粗颗粒碎石回填地基现场试验[J]. 同济大学学报(自然科学版),2012,40(5):679-684. (Feng Shijin, Shui Weihou, Liang Yonghui. Field test evaluation of high energy dynamic compaction on coarse-grained gravel fills[J]. Journal of Tongji University (Natural Science), 2012,40 (5): 679-684. (in Chinese))
[9] 张峰.碎石土的强夯模型试验研究[J]. 建筑科学,1992(3):25-28, 58. (Zhang Feng. A study on model tests of gravel by dynamic compaction[J]. Building Science, 1992(3): 25-28, 58. (in Chinese))
[10] 水伟厚,王铁宏,王亚凌.高能级强夯地基土载荷试验研究[J]. 岩土工程学报, 2007,29(7): 1090-1093. (Shui Weihou, Wang Tiehong, Wang Yaling. PLT for high energy dynamic compaction of foundation backfilled with crushed stone[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 1090-1093. (in Chinese))
[11] 安春秀,黄磊,黄达余,等.强夯处理碎石回填土地基相关性试验研究[J]. 岩土力学,2013,34(增1):273-278. (An Chunxiu, Huang Lei, Huang Dayu, et al. Experimental study of correlation of dynamic compaction for foundation backfilled with crushed stone[J]. Rock and Soil Mechanics, 2013,34 (Supp.1): 273-278. (in Chinese))
[12] 罗恒,邹金锋,李亮,等.红砂岩碎石土高填方路基强夯加固时的动应力扩散及土体变形试验研究[J]. 岩石力学与工程学报,2007,26(增1):2701-2706. (Luo Heng, Zou Jinfeng, Li Liang, et al. Test study on soil dynamic stress diffusion and deformation during dynamic compaction in roadbed primed with large granule red sandstone[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(Supp.1): 2701-2706. (in Chinese))
[13] Mayne P W, Jones J S, Dumas J C. Ground response to dynamic compaction[J]. Journal of Geotechnical Engineering, 1984, 110(6): 757-774.
[14] Luongo V. Dynamic compaction: Predicting depth of improvement[A]//Proc. of ASCE Specialty Conference on Grouting, Soil Improvement and Geotechnical Special Publication 30, 1992: 927-939.
[15] 刘文俊,李岳,蔡靖,等.基于强夯应力波传播模型的夯击参数研究[J]. 岩土力学,2023,44(增1):427-435. (Liu Wenjun, Li Yue, Cai Jing, et al. Selection of tamping parameters based on propagation model of dynamic compaction-induced stress wave [J]. Chinese Rock and Soil Mechanics, 2023,44 (Supp.1): 427-435. (in Chinese))
[16] Xia K. Numerical prediction of soil compaction in geotechnical engineering[J]. Comptes Rendus Mécanique, 2014, 342(3): 208-219.
[17] 向泽华,胡焕校,吴高权.强夯作用下土体动力特性的数值模拟[J]. 水资源与水工程学报,2015,26(6):207-211. (Xiang Zehua, Hu Huanxiao, Wu Gaoquan. Numerical simulation of dynamic characteristics of soil under role of strong compaction[J]. Journal of Water Resources and Water Engineering, 2015,26 (6): 207-211. (in Chinese))
[18] 冉逸涵,肖世国,廖家前,等.土-石混合填土强夯动应力的简化与修正算法[J]. 岩土力学,2024,45(4):1121-1128. (Ran Yihan, Xiao Shiguo, Liao Jiaqian, et al. Simplified and modified algorithms for dynamic compressive stress in mixed soil-rock fills under dynamic compaction [J]. Rock and Soil Mechanics, 2024,45 (4): 1121-1128. (in Chinese))
[19] 王鹏程,刘建坤,冯瑞玲.强夯振动主控因素研究[J]. 地下空间与工程学报,2015,11(5):1282-1288.(Wang Pengcheng,Liu Jiankun,Feng Ruiling.Research on the primary controlling factors of vibration of dynamic compaction[J]. Chinese Journal of Underground Space and Engineering,2015,11(5):1282-1288.(in Chinese))
[20] 董天文,高建华,刘伟,等.强夯饱和砂土地基的有效加固深度计算方法[J]. 地下空间与工程学报,2023,19(4):1244-1249,1269.(Dong Tianwen,Gao Jianhua,Liu Wei,et al.Calculation method of effective reinforcement depth of saturated sand foundations by dynamic compaction[J]. Chinese Journal of Underground Space and Engineering,2023,19(4):1244-1249,1269.(in Chinese))
[21] 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, 2013.(Ministry of Housing and Urban Rural Development of the People's Republic of China. Technical code for ground treatment of buildings[S]. Beijing: China Construction Industry Press, 2013. (in Chinese))
