APPLICATION AND PROGRESS OF GROUND PENETRATING RADAR IN ACTIVE FAULT DETECTION

ZHANG Di; LI Jia-cun; WU Zhong-hai; REN Li-li

Volume 22 Issue 3

Sep. 2016

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Article Navigation > Journal of Geomechanics > 2016 > 22(3): 733-746

HU Bao-qun, WANG Fang-zheng, XIAO Long, 2000. A PRESSURE MODEL FOR ULTRAHIGH-PRESSURE METAMORPHISM. Journal of Geomechanics, 6 (3): 63-68.

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ZHANG Di, LI Jia-cun, WU Zhong-hai, et al., 2016. APPLICATION AND PROGRESS OF GROUND PENETRATING RADAR IN ACTIVE FAULT DETECTION. Journal of Geomechanics, 22 (3): 733-746.

HU Bao-qun, WANG Fang-zheng, XIAO Long, 2000. A PRESSURE MODEL FOR ULTRAHIGH-PRESSURE METAMORPHISM. Journal of Geomechanics, 6 (3): 63-68.

Citation:

ZHANG Di, LI Jia-cun, WU Zhong-hai, et al., 2016. APPLICATION AND PROGRESS OF GROUND PENETRATING RADAR IN ACTIVE FAULT DETECTION. Journal of Geomechanics, 22 (3): 733-746.

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APPLICATION AND PROGRESS OF GROUND PENETRATING RADAR IN ACTIVE FAULT DETECTION

1.
College of Civil Engineering, Henan Institute of Engineering, Zhengzhou 451159, China
2.
College of Resource Environment and Tourism, Capital Normal University, Beijing 100048, China
3.
Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing 100081, China

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Abstract

Abstract

Combining with the recent research at home and abroad, the application of Ground Penetrating Radar in active fault detection was summed up and concluded. Three aspects on the application of GPR in active fault detection were put forward and reviewed:the application of GPR in urban active fault, the application of GPR in paleoearthquake and the interpretation of fault in the GPR profile, and an example of the method was illustrated to demonstrate the effectiveness of GPR method in Litang active. Finally, the existing problems of the application of GPR in active fault detection was put forward, and the direction of development and the prospect of this technology were also denoted.
- Ground Penetrating Radar,
- active fault,
- urban active fault,
- paleoearthquake,
- data interpretation

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References

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