[1] 贾强, 应惠清, 张鑫. 锚杆静压桩技术在既有建筑物增设地下空间中的应用[J]. 岩土力学, 2009, 30(7): 2053-2057.
JIA Qiang, YING Hui-qing, ZHANG Xin. Construction of basement in existing buildings by static bolt-pile [J]. Rock and Soil Mechanics, 2009, 30(7): 2053-2057.
[2] 杜斌,刘祖德,聂向珍,等. 既有建筑物基础托换技术中的钢管纤维桩工法[J]. 岩土力学, 2007, 28(5): 1040-1044.
DU Bin, LIU Zu-de, NIE Xiang-zhen, et al. Steel fiber pile technology in underpinning project of existing building [J]. Rock and Soil Mechanics, 2007, 28(5): 1040-1044.
[3] 文颖文,胡明亮,韩顺有, 等. 既有建筑地下室增设中锚杆静压桩技术应用研究[J]. 岩土工程学报, 2013, 35(增刊2):224-229.
WEN Ying-wen, HU Ming-liang, HAN Shun-you, et al. Application of static bolt-pile technique to construction of basement of existing buildings [J].Chinese Journal of Geotechnical Engineering, 2013, 35(S2): 224-229.
[4] ZHENG Gang, PENG Si-yuan, CHARLES W W, et al. Excavation effects on pile behaviour and capacity [J]. Canadian Geotechnical Journal, 2012, 49(12): 1347-1356.
[5] 胡琦, 凌道盛, 陈云敏, 等. 深基坑开挖对坑内基桩受力特性的影响分析[J]. 岩土力学, 2008, 29(7): 1965-1970.
HU Qi, LING Dao-sheng, CHEN Yun-min, et al. Study of loading characters of pile foundation due to unloading of deep foundation pit excavation [J]. Rock and Soil Mechanics, 2008, 29(7): 1965-1970.
[6] 陈锦剑, 王建华, 范巍, 等. 抗拔桩在大面积深开挖过程中的受力特性分析[J]. 岩土工程学报, 2009, 31(3): 402-407.
CHEN Jin-jian, WANG Jian-hua, FAN WEI, et al. Behavior of up-lift pile foundation during large-scale deep excavation [J]. Chinese Journal of Geotechnical Engineering, 2009, 31(3): 402-407.
[7] 杨敏, 逯建栋. 深开挖基坑回弹引起的坑中桩受力与位移计算[J]. 同济大学学报, 2010, 38(12): 1730-1735.
YANG Min, LU Jian-dong. A calculation of behavior of underpinning pile subject to excavation of deep foundation pit [J]. Journal of Tongji University, 2010, 38(12): 1730-1735.
[8] 龚晓南, 伍程杰,俞峰,等. 既有地下室增层开挖引起的桩基侧摩阻力损失分析[J]. 岩土工程学报, 2013, 35(11): 1957-1964.
GONG Xiao-nan, WU Chen-jie, YU Feng, et al. Shaft resistence loss of piles due to excavation beneath existing basements [J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 1957-1964.
[9] 伍程杰,龚晓南,俞峰,等.既有高层建筑地下增层开挖桩端阻力损失分析[J].浙江大学学报:工学版, 2014, 48(4): 671-678.
WU Cheng-jie, GONG Xiao-nan, YU Feng, et al. Pile base resistance loss for excavation beneath the existing high-rise building[J]. Journal of Zhejiang University :Engineering Science, 2014, 48(4): 671-678.
[10]HUNTER A H, DAVISSON M T. Measurement of pile load transfer [C]∥Proceedings of Symposium on Performance of Deep Foundations. San Francisco: ASTM Special Technical Publication. 1969: 106-117.
[11] VESIC A S. On the significance of residual loads for load response of piles [C]∥Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering. Tokyo: The Japanese Society of Soil Mechanics and Foundation Engineering.1977:374-379.
[12] 俞峰, 谭国焕,杨峻,等. 静压桩残余应力的长期观测性状[J]. 岩土力学,2011, 32(8): 2318-2324.
YU Feng, THAM Leslie George, YANG Jun, et al. Observed long-term behavior of the residual stress in jacked pile [J]. Rock and Soil Mechanics, 2011, 32(8):2318-2324.
[13] 浙江城建建筑设计院. 浙江饭店翻扩建工程施工图[R].杭州: 浙江城建建筑设计院, 1996.
Zhejiang Urban Construction and architectural design institute. Design paper of Zhejiang hotel expansion project[R]. Hangzhou: Zhejiang Urban Construction and Architectural Design Institute, 1996.
[14] 杭州市勘察测绘院. 浙江饭店翻扩建工程地质勘察报告[R]. 杭州: 杭州市勘察测绘院, 1996.
Hangzhou Surveying and Mapping Institute. Geological survey report of zhejiang hotel expansion project[R]. Hangzhou: Hangzhou Surveying and Mapping Institute, 1996.
[15] 俞峰,谭国焕,杨峻,等. 粗粒土中预制桩的静压施工残余应力[J]. 岩土工程学报,2011, 33(10):1526-1536.
YU Feng, THAM Leslie George, YANG Jun, et al. Post-installation residual stresses in preformed piles jacked into granular soils [J]. Chinese Journal of Geotechnical Engineering, 2011, 33(10):1526-1536.
[16] 刘俊伟.静压开口混凝土管桩施工效应试验及理论研究[D].杭州:浙江大学,2012:149-169.
LIU Jun-wei. Experimental and theoretical studies on the construction effects for jacked open-ended concrete pipe piles [D]. Hangzhou: Zhejiang University, 2012:149-169.
[17] 刘俊伟,俞峰,张忠苗,等.基于能量守恒的预制桩施工残余应力模拟[J]岩土力学,2012,33(4):1227-1232.
LIU Jun-wei, YU Feng, ZHANG Zhong-miao, et al. Simulation of post-installation residual stress in preformed piles based on energy conservation [J]. Rock and Soil Mechanics, 2012,33(4):1227-1232.
[18] VESIC A S. A study of bearing capacity of deep foundations [R]. Atlanta: Georgia Institute of Technology, Engineering Experiment Station, 1967.
[19] 刘国彬,黄院雄,侯学渊. 基坑回弹的实用计算法[J]. 土木工程学报, 2000, 33(4): 61-67.
LIU Guo-bin, HUANG Yuan-xiong, HOU Xue-yuan. Practical method for calculating a heave of excavated foundation [J]. China Civil Engineering Journal, 2000, 33(4): 61-67. |