土木工程 |
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层状地基中考虑桩端应力扩散的单桩沉降计算 |
王奎华1, 罗永健1,吴文兵1,2,吕述晖1, 武登辉1 |
1.浙江大学 软弱土与环境土工教育部重点实验室, 浙江 杭州 310058;
2.中国地质大学 工程学院,湖北 武汉 430074 |
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Calculation method for settlement of single pile considering
stress dispersion of pile end soil |
WANG Kui-hua1,LUO Yong-jian1,WU Wen-bing1,2,LV Shu-hui1,WU Deng-hui1 |
1.MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China;
2. Engineering Faculty,China University of Geosciences,Wuhan 430074,China |
引用本文:
王奎华, 罗永健, 吴文兵, 吕述晖, 武登辉. 层状地基中考虑桩端应力扩散的单桩沉降计算[J]. J4, 2013, 47(3): 472-479.
WANG Kui-hua,LUO Yong-jian,WU Wen-bing,LV Shu-hui,WU Deng-hui. Calculation method for settlement of single pile considering
stress dispersion of pile end soil. J4, 2013, 47(3): 472-479.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2013.03.011
或
http://www.zjujournals.com/eng/CN/Y2013/V47/I3/472
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[1] 中华人民共和国住房和城乡建设部. JGJ94-2008 建筑桩基技术规范[S]. 北京: 中国计划出版社, 2008.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. JGJ94-2008, Technical code for building pile foundations[S]. Beijing: China Jihua Press, 2008.
[2] SEED H B, REESE L C. The action of soft clay along friction piles [J]. Transactions, ASCE, 1957,122: 731-754.
[3] 李作勤. 摩擦桩的荷载传递及承载力的一些问题[J]. 岩土力学, 1990, 11(4):1-12.
LI Zuo-qi. Some problems concerning load transfer and bearing capacity of friction pile [J]. Rock and Soil Mechanics, 1990,11(4):1-12.
[4] 陈龙珠, 梁国钱, 朱金颖, 等. 桩轴向荷载-沉降曲线的一种解析算法[J]. 岩土工程学报, 1994, 16(16): 30-37.
CHEN Long-zhu, LIANG Guo-qian, ZHU Jin-ying, et al. Analytical calculation of axial loading-settlement carve of piles [J].Geotechnical Engineering, 1994, 16(16): 30-37.
[5] 吴伟丰, 王志伟, 徐长节. 非均质地基中桩基的荷载-沉降特性[J]. 浙江大学学报:工学版, 2001, 35(4): 442-446.
WU Wei-feng, WANG Zhi-wei, XU Chang-jie. Characteristics of the load-settlement of the piles in non-homogeneous soils[J]. Journal of Zhejiang University: Engineering Science, 2001, 35(4): 442-446.
[6] 张世民, 张忠苗, 韩波, 等. 桩土共同作用的桩基计算及应用[J]. 建筑技术, 2005, 36(3) : 175-177.
ZHANG Shi-min, ZHANG Zhong-miao, HAN Bo, et al. The calculating method of pile-foundation consideration soil-pile interaction and application in practice [J]. Journa1 of Architectural Technology, 2005, 36(3): 175-177.
[7] 陈仁朋,周万欢,曹卫平,等. 改进的桩土界面荷载传递双曲线模型及其在单桩负摩阻力时间效应研究中的应用[J]. 岩土工程学报, 2007, 26(9): 824-830.
CHEN Ren-peng, ZHOU Wan-huan, CAO Wei-ping, et al. Improved hyperbolic model of load-transfer for pile-soil interface and its application in study of negative friction of single piles considering time effect [J]. Geotechnical Engineering, 2007, 26(9): 824-830.
[8] 张忠苗, 喻君, 张广兴, 等. PHC管桩和预制方桩受力性状试验对比分析[J]. 岩土力学, 2008, 29(11): 3059-3065.
ZHANG Zhong-miao,YU Jun,ZHANG Guang-xing, et al. Contrastive experimental analysis of bearing behaviors of PHC pile and precast square piles [J]. Rock and Soil Mechanics, 2008, 29(11): 3059-3065.
[9] 王涛, 刘金砺. 桩-土-桩相互作用影响的试验研究[J]. 岩土工程学报, 2008, 30(1): 100-104.
WANG Tao, LIU Jin-li. Tests on influence of pile-soil-pile interaction[J]. Geotechnical Engineering, 2008, 30(1): 100-104.
[10] 彭吉五. 考虑基岩埋置深度影响时单桩沉降特性研究[D]. 杭州: 浙江大学, 2007.
PENG Ji-wu. Research on the settlement of single pile considering the effect of embedded depth for bedrock[D]. Hangzhou: Zhejiang University, 2008.
[11] 杨冬英. 复杂非均质土中桩土竖向振动理论研究[D]. 杭州: 浙江大学, 2009.
Yang Dong-ying. Study on pile vertical vibration in inhomogeneous soil[D]. Hangzhou: Zhejiang University, 2009.
[12] 王奎华, 刘凯, 吴文兵, 等. 虚土桩扩散角对桩的纵向振动特性影响研究[J]. 工程力学, 2011, 28(9):129-136.
WANG Kui-hua, LIU Kai, WU Wen-bing, et al.Effect of cone angle on axial dynamic response of fictitious soil pile [J]. Engineering Mechanics, 2011, 28(9):129-136.
[13] 王奎华, 吴文兵, 马少俊, 等. 桩底沉渣对桩的纵向振动特性影响研究及应用[J]. 岩土工程学报, 2011, 33(8): 1227-1234.
WANG Kui-hua, WU Wen-bing, MA Shao-jun, et al. Influence of sediment on vertical dynamic response of pile embedded in inhomogeneous soil and its application [J].Geotechnical Engineering, 2011, 33(8): 1227-1234.
[14] 陈嘉熹.虚土桩法可行性初步研究及分析[D]. 杭州: 浙江大学, 2008.
CHEN Jia-xi. Preliminary feasibility studies and analysis on method of virtual pile of soil [D]. Hangzhou: Zhejiang University, 2008.
[15] 刘凯. 考虑虚土桩扩散角时桩土动静特性分析[D]. 杭州: 浙江大学, 2011.
LIU Kai. Study on static and dynamic response of pile considering cone angle of virtual pile [D]. Hangzhou: Zhejiang University, 2010.
[16] 董金荣, 林胜天, 戴一鸣. 大口径钻孔灌注桩荷载传递性状[J].岩土工程学报, 1994, 16(6): 123-131.
DONG Jin-rong, LIN Sheng-tian, DAI Yi-min. The transfer behavior of large diameter cast-in-situ pile in crasher pebble stratum [J]. Geotechnical Engineering, 1994, 16(6): 123-131.
[17] POPOUS H G. Twenty-ninth Rankine Lecture: Pile behavior-theory and application [J]. Geotechnique,1989,39(3): 363-415.
[18] 洪毓康, 陈强华. 钻孔灌注桩的荷载传递性能[J]. 岩土工程学报, 1985, 7(5): 22-24.
HONG Yu-kang, CHEN Qiang-hua. Load transfer behavior of bored piles [J]. Geotechnical Engineering, 1985, 7(5): 22-24.
[19] RANDOLPH M F, WORTH C P. Analysis of deformation of vertically loaded piles [J]. Journal of Soil Mechanics and Foundations Division, ASCE, 1978(12): 56-61.
[20] 张忠苗. 桩基工程[M]. 北京: 中国建筑工业出版社, 2007:84-88. |
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