›› 2007, Vol. 28 ›› Issue (5): 1040-1044.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Steel fiber pile technology in underpinning project of existing buildings

DU Bin1, LIU Zu-de1, NIE Xiang-zhen1, CHAI Li-fang2   

  1. 1.School of Civil and Architectural Engineering, Wuhan University, Wuhan 430072, China; 2.Liaoning Nuclear Power Co.,Ltd.., Dalian 116001, China
  • Received:2006-01-12 Online:2007-05-10 Published:2013-09-10

Abstract: The characteristics, designing, construction and checking methods of the advanced and applied underpinning technology, steel fiber pile technology, are introduced. In fact, the technology is rarely discussed or described in domestic works and even in the codes nowadays. But it’s really an excellent technology for underpinning construction of existing buildings for its rapid construction and reliable quality, especially for rebuilding of old cities and reinforcement of ancient buildings. The effect of the underpinning technology is also showed with some successful underpinning projects as well.

Key words: existing building, underpinning, steel fiber pile

CLC Number: 

  • TU 471
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] SHAN Hua-feng , XIA Tang-dai , HU Jun-hua , YU Feng , QIU Hao-miao ,  . Buckling stability analysis of pile foundation for excavation beneath the basement of existing building [J]. , 2015, 36(S2): 507-512.
[2] DENG Tao , GUAN Zhen-chang , CHEN Kai-liang , LIU Li-yong,. Simplified calculation of jacking load in active underpinning of bridge piles [J]. , 2015, 36(11): 3259-3267.
[3] WU Cheng-jie , YU Feng , GONG Xiao-nan , LIN Cun-gang , LIANG Rong-zhu , . Influence of excavation unloading on vertical bearing behavior of existing pile groups [J]. , 2014, 35(9): 2602-2608.
[4] WEI Huan-wei ,ZHANG Yong,. Study of working mechanism of composite supporting structure with underpinning piles and soil nailing [J]. , 2013, 34(S2): 278-284.
[5] JIA Qiang, ZHENG Ai-ping, ZHANG Xin. Test study and numerical analysis of stability of high-level cap steel tubular pile under compression loads [J]. , 2011, 32(6): 1736-1740.
[6] JIA Qiang,ZHANG Xin. Numerical analysis of slab underpinning construction in development of underground space [J]. , 2010, 31(6): 1989-1994.
[7] JIA Qiang, TAN Hai-liang, WEI Huan-wei. Test study of settlement law of slab foundation underpinning method [J]. , 2010, 31(5): 1491-1496.
[8] JIA Qiang, YING Hui-qing, ZHANG Xin. Construction of basement in existing buildings by static bolt-pile [J]. , 2009, 30(7): 2053-2057.
[9] JIA Qiang,ZHANG Xin,YING Hui-qing. Numerical analysis of settlement difference for pile foundation underpinning for constructing underground space [J]. , 2009, 30(11): 3500-3504.
[10] WANG Hong-yu. Shear strength index of soils in bearing capacity analysis for existing footings near excavations [J]. , 2008, 29(8): 2215-2220.
[11] LIU Yu-chuan, LI Xie, CHEN Fu-quan. Numerical analysis of effect of underpinning on excavation bracing [J]. , 2008, 29(6): 1535-1539.
[12] FENG Wei-xing ,HAN Wen-zhong ,DING Wei-li,. Pile foundation treatment for interval shield tunneling from Datang station to Lijiao station of No.3 Guangzhou subway [J]. , 2004, 25(3): 486-489.
[13] HE Li-hong , WANG Ren , WANG Zhi-yin , LUO Gui-hong . Study on rebound of underpinning technology of little static pressure piles [J]. , 2003, 24(6): 997-1000.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao-wen,CHANG Li-jun,HU Xiao-rong. Experimental research of matric suction with water content and dry density of unsaturated laterite[J]. , 2009, 30(11): 3302 -3306 .
[2] HUANG Jian-hua,SONG Er-xiang. Research on mechanical properties of frozen curtain in large anchorage foundation pit engineering[J]. , 2009, 30(11): 3372 -3378 .
[3] QI Sheng-wen, LIU Chun-ling, CHANG Zhong-hua, ZHAI Wen-long. Engineering geology and hydrogeology mapping zonation for post-earthquake rebuilding planning of Yushu Ms7.1 earthquake damaged zone[J]. , 2010, 31(S2): 224 -228 .
[4] CHEN Jian-feng,WANG Xin,SHI Zhen-ming,CHU Wei-hong,WANG Yan-ling. Analysis of construction interaction of highway shield tunnels with short-distance and large diameter[J]. , 2010, 31(S2): 242 -246 .
[5] LIU Xin-rong, ZHONG Zu-liang, ZHANG Yong-xing, WANG Ji-ming. Elastoplastic modeling of unsaturated intact Q2 loess with plastic work as hardening parameter[J]. , 2009, 30(5): 1215 -1220 .
[6] XU Wei-sheng, CHAI Jun-rui, CHEN Xing-zhou, SUN Xu-shu. Study of nonlinear noncubic seepage in netwok rock and its application[J]. , 2009, 30(S1): 53 -57 .
[7] XIN Hai-li,SUN Qi-cheng,LIU Jian-guo,JIN Feng. Evolution of force chains in a granular assembly based on indentation test[J]. , 2009, 30(S1): 88 -92 .
[8] LIU Zhen-ping, HE Huai-jian, ZHU Fa-hua. Study of technology of fast 3D modeling and visualization based on borehole data[J]. , 2009, 30(S1): 260 -266 .
[9] LI Yi, ZHANG Shao-jie, XU Jin, TANG Tian-guo, LIU Hao-wu. Experimental research on dynamic model material of high concrete dam[J]. , 2011, 32(3): 757 -760 .
[10] LONG Wan-xue, CHEN Kai-sheng, XIAO Tao, PENG Xiao-ping. Research of general triaxial test for unsaturated red clay[J]. , 2009, 30(S2): 28 -33 .