1 姚琨, 冯小娟, 黄义. 桩-土动力相互作用接触面研究综述. 水利与建筑工程学报, 2008, 6(3): 5-8 (Yao Kun, Feng Xiao-juan, Huang Yi. Review of research on interface of pile-soil dynamic interaction. Journal of Water Resources and Architectural Engineering, 2008, 6(3): 5-8 (in Chinese))
[2]
2 华斌,赵春凤. 桩-土接触面力学特性的研究现状. 低温建筑技术, 2008, 12(138): 87-90 (Hua Bin, Zhao Chunfeng. Re-search status of interface mechanical properties between pile and soil. Low Temperature Architecture Technology,2008, 12(138): 87-90 (in Chinese))
[3]
3 Mylonakis G, Gazetas G. Settlement and Additional Inter-nal Forces of Grouped Piles in Layered Soil. Geo-technique,1998, 48(1): 55-72
[4]
4 李早, 黄茂松, 戴兵. 层状地基中刚性承台群桩竖向位移内力分析. 同济大学学报, 2007, 35(4): 446-450 (Li Zao, Huang Maosong, Dai Bing. Vertical mechanical analysis of pile groups with rigid cap in layered soils. Journal of Tongji University (Natural Science), 2007, 35(4): 446-450 (in Chi-nese))
[5]
5 付佰勇.层状弹性半空间中群桩基础沉降分析. [硕士论文]. 上海: 同济大学, 2008
[6]
6 TB 10102-2004, 铁路工程土工试验规程. 中华人民共和国行业标准, 2004
[7]
7 陈兰云, 陈云敏, 张卫民. 饱和软土中钻孔灌注桩竖向承载力时效分析. 岩土力学, 2006, 27(3):471-474 (Chen Lanyun, Chen Yunmin, Zhang Weimin. Time-effect on vertical bearing capacity of singledrilled grouting pile in saturated soft soil. Rock and Soil Mechanics, 2006, 27(3):471-474 (in Chi-nese))
[8]
8 齐良峰, 简洁, 唐丽云. 引入接触单元模拟桩土共同作用. 岩土力学, 2005, 26(1): 127-130 (Qi Liangfeng, Jian Hao, Tang Liyun. The computing model of adopting contact element to simulate the pile-soil's reciprocity. Rock and Soil Me-chanics, 2005, 26(1): 127-130 (in Chinese))
[9]
9 Chang MF,Zhu H. Construction effect on load transfer along bored piles. Journal of Geotechnical and Geo Envi-ronmental Engineering,2004, 130(4): 426-437
[10]
10 王满生, 周锡元, 胡聿贤. 桩土动力分析中接触模型的研究. 岩土工程学报,2005, 27(6): 616-620 (Wang Mansheng, Zhou Xiyuan, Hu Yuxian. Studies on contact model of soil| pile dynamic interaction. Chinese Journal of Geotechnical Engineering, 2005, 27(6): 616-620 (in Chinese))
[11]
11 张嘎, 张建民. 土与结构接触面弹塑性本构模型用于单桩与地基相互作用分析. 工程力学, 2006, 23(2): 72-77 (Zhang Ga, Zhang Jianmin. Elastoplastic damage model of soil-structure interface in single pile-soil interaction analysis. Engineering Mechanics, 2006, 23(2): 72-77 (in Chinese))
[12]
12 ADINA User Interface Command Reference Manual Vol-ume I:ADINA Solids & Structure Model Definition, Report ARD 06-2 November 2006, ADINA R & D, Inc.
[13]
13 ADINA User Interface Primer,Report ARD November2006,ADINA R & D, Inc.
[14]
14 ADINA Theory and Modeling Guide Volume I:ADINA Solid & Structure, November 2006,ADINA R & D, Inc.
[15]
15 张向东, 李永靖, 赵伟. 群桩作用机理的数值试验研究. 力学与实践, 2004,(1): 43-45 (Zhang Xiangdong, Li Yongjing, Zhao Wei. Numerical experiment of the compound pile foun-dation. Mechanics in Engineering, 2004, (1): 43-45 (in Chinese))
[16]
16 徐兵, 曹国福. 部分桩身在回填土中的钻孔灌注桩负摩阻力试验研究. 岩土工程学报, 2006, 28(1): 56-58 (Xu Bing,Cao Guofu. Study on negative friction of bored piles in back-filled clay. Chinese Journal of Geotechnical Engineering,2006, 28(1): 56-58 (in Chinese))
[17]
17 刘宝臣, 王杰光. 三维轴对称基桩动力特性研究. 力学与实践,2009, 31(3): 57-62 (Liu Baochen,Wang Jieguang. Dynamic properties of piles in axis-symmetry model. Mechanics in Engineering, 2009, 31(3): 57-62 (in Chinese))
