EXPERIMENTAL STUDY ON ROAD ENGINEERING PROPERTY OF COMPACTION PHYLLITE MATERIAL ABANDONING

Zhao Liya; Liu Baojian; Wang Shutao

doi:10.13204/j.gyjz201112019

Volume 41 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(12): 84-87,70

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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Zhao Liya, Liu Baojian, Wang Shutao. EXPERIMENTAL STUDY ON ROAD ENGINEERING PROPERTY OF COMPACTION PHYLLITE MATERIAL ABANDONING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 84-87,70. doi: 10.13204/j.gyjz201112019

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EXPERIMENTAL STUDY ON ROAD ENGINEERING PROPERTY OF COMPACTION PHYLLITE MATERIAL ABANDONING

doi: 10.13204/j.gyjz201112019

1.
1. Highway School,Chang’an University,Xi’an 710064,China;
2.
2. Hebei Provincial Communications Planning and Design Institute,Shijiazhuang 050011,China

Received Date: 2011-06-18
Publish Date: 2011-12-20

Abstract

Abstract

This paper carried out the experimental study on road engineering property of compaction phyllite material abandoning in the southwest area of China.The experiment results indicated that the broken structure phyllite pieces played a leading role in changes of particle gradation of compacted material;and the phyllite mixture was easy to be compacted, but the compaction had noteworthy deformation characteristics.The phyllite material abandoning had highly decentralized characteristics and was extremely collapsed in water.Based on the above characteristics, the effective measures should be carried out, when phyllite material abandoning was to be used to embankment fill and the characteristics should be studied further.
- phyllite,
- material abandoning,
- road engineering property,
- crushing structure

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References(12)

References

[2] 王彪.昌北千枚岩风化程度的模糊综合评判及桩基承载力分析[D].南昌:华东交通大学,2007.

杨烨,阎宗岭.汶马公路千枚岩路基填筑技术[J].公路交通技术,2009(6):14-16,20.

[3] Ramamurthy T.千枚岩的工程性能[J].人民长江,1994,25(12):48-52.

[4] 刘新喜,夏元友,刘祖德,等.强风化软岩路基填筑适宜性研究[J].岩土力学,2006,27(6):903-907.

[5] 熊跃华,熊杰.泥质千枚板岩击实试验研究[J].路基工程,2007(4):38-40

[6] 杨文东,商庆森,李旭宏,等.云母类中高级变质岩风化料的压实性能研究[J].公路交通科技,2005,22(2):31-34.

[7] 郑明新,方焘,刁心宏,等.风化软岩填筑路基可行性室内试验研究[J].岩土力学,2005(增刊):54-56.

[8] 但汉成,李亮,胡萍,等.风化软岩填筑路基填料击实工程特性室内试验研究[J].铁道学报,2009,31(4):75-81.

[9] JTG FA02007公路土工试验规程[S].

[10] JTG E412005公路工程岩石试验规程[S].

[11] GB 500252004湿陷性黄土地区建筑规范[S].

[12] JTGD 302004公路路基设计规范[S].

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