JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE) ›› 2014, Vol. 44 ›› Issue (1): 69-74.doi: 10.6040/j.issn.1672-3961.0.2013.254

• Articles • Previous Articles     Next Articles

In-situ measurement study on deformation and internal force of pile-anchor retaining excavation

ZHAN Yong-liang1, SHU Ji-cheng2, SHAO Guang-biao2, SUN Jian-ping2   

  1. 1. Department of Planning and Construction, China University of Petroleum, Qingdao 266580, China;
    2. College of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China
  • Received:2013-09-05 Online:2014-02-20 Published:2013-09-05

Abstract:

 Based on the monitoring data of pulling and arching supporting structure of deep foundation pit in Jinan, the correlations of  cable stress, displacement and internal force of the pile were studied. The factors that influence the displacement of excavations and the settlement of surrounding buildings were discussed.Some useful conclusions were drawn, which could help the pit design and construction. First,the monitoring data of foundation pit anchor cable tension analysis showed that the loss of prestress was bigger with the improper measures when the cable was stretched. Second, by setting the inclinometer pipe and steel bar stress gauge monitoring of pile displacement and internal force analysis, the point of inflection of displacement and internal force of pile appeared when the pit was bottomed, and the displacement and internal force of pile could be effectively controlled by combined action of top beam and anchor cable. Third, based on the observation and analysis of settlement of surrounding buildings, it was found that the distance to pit edge and dewatering were the key factors of surrounding building settlement. The settlement of building surroundings pit could be ignored with better soil conditions.

Key words: displacement, internal force, pulling force;monitoring, settlement, pile-anchor structure

[1] LYU Guoren, ZHANG Qun, NIU Ben, GAO Quanting, WU Zhaoshou. The effects of pile foundation of high-rise building on adjacent structures [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2017, 47(1): 48-58.
[2] LYU Guoren, ZHOU Hao, LI Li, GAO Quanting, JIANG Zhuchang. Reinforcement effect and stability analysis of tunnel horizontal jet grouting of different construction methods [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2015, 45(3): 80-85.
[3] YI Xiao-ming1,2, WANG Song-gen2, SONG Xiu-guang1*, ZANG Ya-nan1. Theoretical analysis of evaluation index for allowable
subgrade uneven settlement
[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2013, 43(5): 68-73.
[4] ZHANG Na1,2, CUI Xin-zhuang1,2*, ZHANG Jiong1,2, ZHOU Ya-xu1,2, GAO Zhi-jun1,2, SUI Wei1,2. Settlement-controlling and pressure-reduction effect of pervious concrete pile  under the action of embankment load [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2013, 43(4): 80-86.
[5] ZHAO Ji-kun1,2, CHEN Jia-hong1. Soil slope and water content on soil slope stability influence experimental study under rainfall [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2013, 43(2): 76-83.
[6] JI Hui, SHANG Qiang-Sen, SHU Hai-Bei, CUI Xin-Zhuang, LIU Chao. Analysis of the key influencing factors of structure layer stress of asphalt pavement in goaf [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2009, 39(6): 121-124.
[7] CUI Xin-zhuang,YAO Zhan-yong,SHANG Qing-sen . The application of dynamic compaction to the reconstruction of old road to expressway and its generalization [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2008, 38(4): 53-56 .
[8] ZHAO Zhi-guang,WANG Deng-jie,TIAN Yun-fei . Roadbed settlement based on the gray theory [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2007, 37(3): 86-88 .
[9] LIU Jian,CAI Jian-jun,CHENG Sen . Research on dam displacement forecast model based on genetic algorithm neural network [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(2): 62-66 .
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!