EXPERIMENTAL STUDY ON THE INFLUENCE OF BOND FORCE ON THE MECHANICAL PROPERTIES OF REINFORCED CEMENT-SOIL WALL

Wang Yingjun; Huang Xin; Zou Dongfeng

doi:10.13204/j.gyjz200402012

Volume 34 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(2): 37-40,32

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Citation:

Wang Yingjun, Huang Xin, Zou Dongfeng. EXPERIMENTAL STUDY ON THE INFLUENCE OF BOND FORCE ON THE MECHANICAL PROPERTIES OF REINFORCED CEMENT-SOIL WALL[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 37-40,32. doi: 10.13204/j.gyjz200402012

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EXPERIMENTAL STUDY ON THE INFLUENCE OF BOND FORCE ON THE MECHANICAL PROPERTIES OF REINFORCED CEMENT-SOIL WALL

doi: 10.13204/j.gyjz200402012

1.
1. Department of Civil Engineering,Beijing University of Aeronautics and Astronautics Beijing 100083;
2.
2. Central Research Institute of Building &Construction,MCCG Beijing 100088

Received Date: 2003-08-18
Publish Date: 2004-02-20

Abstract

Abstract

According to the experimental study on mechanical properties of reinforced cement\-soil beams, reinforced cement soil beams have two possible failure modes:shear failure occurs if anchoring force is enough and bond failure occurs if anchoring force isn't enough; the bond stress at a certain location between shape steel and cement soil accretes with the increase of load, then keep basically invariable when it reaches bond strength. The closer its location is to beams end, the later it reaches bond strength. When the bond stress at the end of beams reaches bond strength eventually, the bond stress is uniform along the interface. Further load would create slippage between shape steel and cement soil and causes failure of beams; the bond strength accretes with the increase of compressive strength of cement soil, and the bond force also accretes with the increase of bond length and contact area between shape steel and cement soil.
- reinforced cement-soil beam,
- bond force,
- failure mode

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References(5)

References

[2] 黄新, 宋发, 邹东峰.高应力区加筋水泥土挡墙的应用.工业建筑, 2000, 30(5):78～81

张建平.高应力区加筋水泥土挡墙.工业建筑, 1998, 28(5):14～17

[3] 邹东峰.高应力区加筋水泥土墙基坑围护结构计算模型及设计方法研究:[硕士学位论文].北京:冶金部建筑研究总院, 2000

[4] 滕智明, 朱金铨.混凝土结构及砌体结构.北京:中国建筑工业出版社, 1985.17～18

[5] 张福范.复合材料层间应力.北京:高等教育出版社, 1993.92～122

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