谢永利,潘秋元,曾国熙.应用离心模型试验研究软基变形性状[J].岩土工程学报,1995,17(4):45-50. XIE Yong-li, PAN Qiu-yuan, ZENG Guo-xi. Study on deformation behavior of soft clay ground with centrifugal model test [J]. Chinese Journal of Geotechnical Engineering, 1995, 17(4): 45-50.(in Chinese)
[2]
章为民,徐光明.土石坝填筑过程的离心模拟方法[J].水利学报,1997(2):8-13. ZHANG Wei-min, XU Guang-ming. Study on modeling the construction process of embankment dams in centrifugal test[J]. Journal of Hydraulic Engineering, 1997(2): 8-13.(in Chinese)
[3]
丁金华,包承纲.软基和吹填土上加筋堤的离心模型试验及有限元分析[J].土木工程学报,1999,32(1):21-25. DING Jin-hua, BAO Cheng-gang. Centrifugal model test and finite element analysis of geosynthetic reinforced embankments on soft ground and dredger fill[J]. China Civil Engin-eering Journal, 1999, 32(1): 21-25.(in Chinese)
[4]
陈胜立,张丙印,张建民,等.软基上加筋防波堤的离心模型试验[J].岩石力学与工程学报,2005,24(15):2751-2756. CHEN Sheng-li, ZHANG Bing-yin, ZHANG Jian-min, et al. Centrifugal modeling of reinforced embankments on soft clay[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(15): 2751-2756.(in Chinese)
[5]
卢国胜,蒋昌贵,王 迅.搅拌桩处理软土地基的离心机试验研究[J].岩土力学,2007,28(10):2101-2105. LU Guo-sheng, JIANG Chang-gui, WANG Xun. Centrifuge experiment study on mixing pile improving soft foundation[J]. Rock and Soil Mechanics, 2007, 28(10): 2101-2105.(in Chinese)
[6]
WANG Chang-dan, WANG Bing-long, WANG Xu, et al. Centrifugal model tests on settlement controlling of piled embankment in high speed railway[C]∥MAO Bao-hua, TIAN Zong-zhou, HUANG Hai-jun, et al. Traffic and Transportation Studies(ICTTS2010). Kunming: ASCE, 2010: 1407-1416.
[7]
BASSETT R H, HORNER J. Prototype deformations from centrifugal model tests[C]∥TELFORD T. Proceedings of the 7th European Conference on Soil Mechanics and Foundation Engineering. Brighton: Springerlink, 1979: 1-9.
[8]
DAVIES M C R, PARRY R H G. Centrifuge modelling of embankments on clay foundations[J]. Soils and Foundations, 1985, 25(4): 19-36.
[9]
SHARMA J S, BOLTON M D. Finite element analysis of centrifuge tests on reinforced embankments on soft clay[J]. Computers and Geotechnics, 1996, 19(1): 1-22.
[10]
ALLERSMA H G B, LEE S W, LEE Y N. Centrifuge model-ing of embankment construction by the dumping method on soft soil[C]∥HANSON J L, TERMAAT R J. Soft Ground Technology. Noordwijkerhout: ASCE, 2000: 423-434.
[11]
王景芝,李安洪,肖红兵,等.饱和全风化花岗岩地基土压缩特性的研究[J].铁道建筑,2009(6):73-76. WANG Jing-zhi, LI An-hong, XIAO Hong-bing, et al. Study of compression characteristics of saturated completely decomposed granite foundation[J]. Railway Engineering, 2009(6): 73-76.(in Chinese)
[12]
吴丽君,蒋关鲁,李安洪,等.非饱和粉质粘土固结压缩特性及体变试验研究[J].现代地质,2009,23(3):559-563. WU Li-jun, JIANG Guan-lu, LI An-hong, et al. Consoli-dation and compressibility of unsaturated silt clay and test study on volume change[J]. Geoscience, 2009, 23(3): 559-563.(in Chinese)