THE RESEARCH ON RAMMED-EARTH MATERIAL COMPRESSIVE STRENGTH NONDESTRUCTIVE TESTING FOR FUJIAN TULOU(EARTH-BUILDING)

Guo Liqun; Li Anlu; Peng Xingqian

doi:10.13204/j.gyjz201312031

Volume 43 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(12): 167-172

HUANG Min, DUAN Jingmin, MAO Qingchao, WANG Jiakai. SEISMIC DYNAMIC RESPONSE ANALYSIS OF TWIN TUNNELS WITH DIFFERENT LINING STIFFNESS IN MOUNTAINS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 39-46,63. doi: 10.13204/j.gyjzG21040603

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Guo Liqun, Li Anlu, Peng Xingqian. THE RESEARCH ON RAMMED-EARTH MATERIAL COMPRESSIVE STRENGTH NONDESTRUCTIVE TESTING FOR FUJIAN TULOU(EARTH-BUILDING)[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 167-172. doi: 10.13204/j.gyjz201312031

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THE RESEARCH ON RAMMED-EARTH MATERIAL COMPRESSIVE STRENGTH NONDESTRUCTIVE TESTING FOR FUJIAN TULOU(EARTH-BUILDING)

doi: 10.13204/j.gyjz201312031

1.
College of Civil Engineering,Huaqiao University,Quanzhou 362021,China

Received Date: 2013-07-22
Publish Date: 2013-12-20

Abstract

Abstract

It was studied the nondestructive testing methods of rammed-earth material strength of tulou wall. Through the research of working principle of the rebound hammer and rammed-earth material mechanical properties，the area of the rod end of the rebound hammer was enlarged to improve the detection precision. Combined with the compressive strength test of rammed earth cubes，the testing strength curves of rammed-earth material in different chron were set up. And through the field test，it was verified the applicability of the improved rebound hammer, which laid a foundation for field detection of the tulou (earth-building) in service，and contributed to improving protection measures.
- rammed-earth material,
- nondestructive test,
- rebound hammer,
- testing strength curve

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References(14)

References

张祖城.对福建土楼申遗成功前后保护工作的思考［J].四川林勘设计, 2010(1):35-36.

[2] 花长城, 彭兴黔, 吴仁伟, 等.福建土楼夯土墙风驱雨侵蚀损伤预测研究［J].自然资源学报, 2012, 27(6):1068-1074.

[3] 石玉成, 蔡红卫, 徐晖平, 等.石窟围岩及其附属构筑物地震稳定性评价方法研究[J].西北地震学报, 2000, 22(1):83-89.

[4] 黄金胜.云南传统民居建筑抗震加固方法的研究［D].昆明:昆明理工大学, 2007.

[5] GB 502921999 民用建筑可靠性鉴定标准［S].

[6] 刘遂宪, 薛晓金.无损检测文化与技术发展概论［J].粮食流通技术, 2004, 7(4):40-42.

[7] 李安露.世遗土楼夯土墙身材料强度无损检测方法研究［D].泉州:华侨大学, 2013:8-18.

[8] 董昊明, 宋晓胜.混凝土强度无损检测方法的应用及研究现状[J].建筑技术与应用, 2008(6):3-4.

[9] 文恒武.回弹法检测混凝土抗压强度应用技术手册［M].北京:中国建筑工业出版社, 2011.

[10] 吴仁伟.客家土楼夯土墙材料性能试验研究［D].泉州:华侨大学, 2012:18-19.

[11] JGJ/T 232011 回弹法检测混凝土抗压强度技术规程［S].

[12] GBJ S731974 砖石结构设计规范［S].

[13] 胡卫东.回弹法检测岳阳地区混凝土抗压强度曲线的建立[J].工业建筑, 2006, 36(4):61-64.

[14] 胡卫东.回弹法专用测强曲线的建立和应用［J].湖南理工学院学报:自然科学版, 2005, 18(3):85-88.

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