Journal of Jilin University(Earth Science Edition)

Previous Articles     Next Articles

Quantitatively Study on Regional Tectonic Stability Evaluation at Nappe Boundary Zones in Northeast Margin of Qinghai-Tibet Plateau: Longmenshan Nappe as an Example

Yan Zhixin1,2,Ma Guozhe1,2,Long Zhe1,2,Duan Jian1,2,Ren Zhihua1,2,Peng Ningbo1,2,Liu Zizhen1,2   

  1. 1.School of Civil Engineering and Mechanics,Lanzhou University, Lanzhou730000, China;
    2.Key Laboratory of Mechanics on Western Disaster and Environment, Ministry of Education, Lanzhou730000, China
  • Received:2012-06-02 Online:2013-03-26 Published:2013-03-26

Abstract:

Investigation and analysis on 2008.5.12 Wenchuan earthquake damages shows that some  major security hidden trouble problems for projects will leave out because of misjudging large earthquake by means of taking investigation based on active faults and historical earthquakes as the key evaluation method for engineering regional tectonic stability. Taking Longmenshan active nappe as an example, based on the research results on the crustal rock mass structure, new tectonic activities, historical earthquakes, using rock mass structure cybernetics, Byerlee’ law, mechanics characteristics of the Longmenshan crustal rock mass, the relationship between the shearing-slip strength of the controlling-seismic structural layer and earthquake magnitude, the relationship between earthquake magnitude and the seismic fortification intensity are quantitatively studied, the key problems to assess the regional tectonic stability are discussed. The main result is that the detachment layer within nappe boundary zone plays a main control role which is called a control shock layer. There is significant correlation among the earthquake magnitude, buried depth of the detachment layer and shear strength, namely, 8 earthquake focal depth close to 20 km, 7 earthquake focal depth close to 14 km, 6 earthquake focal depth near 10 km. Based on depth of ancient earthquakes ratified, possible scope of 6 above earthquakes and corresponding seismic fortification intensity are delineated in Longmenshan nappe-Minshan block and adjacent area. The result makes up drawbacks of the previous evaluation method based on the relation among active fault, seismogenic fault, historical maximum magnitude and corresponding seismic intensity, in which such problems as oversight of historical earthquakes, limit of scope and depth of fault zone and ignore the essence of rock mass mechanics in regional tectonic stability for proposed construction project lead to miscarriage of justice and leakage evaluation.

Key words: nappe, boundary zone, control shock layer, shear-slip, regional techonics, stability, active tectonic block

CLC Number: 

  • P548.275
[1] Xi Jianjun, Zeng Zhaofa, Huang Ling, Cui Dandan, Wang Zhejiang. Characteristics of the Signal Polarization Field in Array Type Ground Penetrating Radar [J]. Journal of Jilin University(Earth Science Edition), 2017, 47(2): 633-644.
[2] Li Sanzhong, Li Xiyao, Zhao Shujuan, Yang Zhao, Liu Xin, Guo Lingli, Wang Yongming, Hao Yi, Zhang Jian, Hu Mengying. Global Early Paleozoic Orogens (Ⅲ): Intracontinental Orogen in South China [J]. Journal of Jilin University(Earth Science Edition), 2016, 46(4): 1005-1025.
[3] Zhang Shuliang, Li Yan, Wang Xia, Li Bin, Lü Fang. Outdoor Observation Evidence of the Meta-Instability State [J]. Journal of Jilin University(Earth Science Edition), 2016, 46(2): 603-609.
[4] Ma Jianquan, Wang Nianqin, Zhang Xinshe. Analysis on Slope Stability Based on Local Factor of Safety [J]. Journal of Jilin University(Earth Science Edition), 2015, 45(2): 533-540.
[5] Shang Yanjun, Yang Zhifa, Li Lihui, Li Tianbin, He Wantong. Study of the Engineering Geological Conditions and Rock Mass Stability of Heidong Large Ancient Underground Caverns [J]. Journal of Jilin University(Earth Science Edition), 2015, 45(1): 214-224.
[6] Lan Kai, Liu Mingguo, Chao Wenxue. Determination of Collapse Pressure for Deviated Wellbore in Transversely Isotropic Water-Sensitive Formation [J]. Journal of Jilin University(Earth Science Edition), 2015, 45(1): 198-206.
[7] Zhou Hongfu, Wang Chunshan, Nie Dexin. Influence of Deformation Modulus of Fault Rock Masses on Dam Foundation Stability [J]. Journal of Jilin University(Earth Science Edition), 2014, 44(4): 1254-1259.
[8] Wang Ke, Wang Changming, Wang Bin, Yao Kang, Wang Tianzuo. Comparative Analysis on Slope Stability Based on Morgenstern-Price Method and Strength Reduction Method [J]. Journal of Jilin University(Earth Science Edition), 2013, 43(3): 902-907.
[9] Zhi Momo,Shang Yuequan,Xu Xinghua. Stability Analysis of Gravelly Soil Landslide Using Multiple Properties Regression Model with One Variable [J]. Journal of Jilin University(Earth Science Edition), 2013, 43(3): 883-890.
[10] Wang Jiliang,Yang Jing,Li Huizhong, Huang Xiaoquan, Liu Chongping,Bai Wei,Hao Wenzhong, Zhu Yongsheng. Stability of Slope at Left Abutment of Wudongde Hydropower Station [J]. Journal of Jilin University(Earth Science Edition), 2013, 43(2): 528-536.
[11] Nian Tingkai,Zhang Keli,Liu Hongshuai,Xu Haiyang. Stability and Failure Mechanism of ThreeDimensional Slope Using Strength Reduction Method [J]. Journal of Jilin University(Earth Science Edition), 2013, 43(1): 178-185.
[12] Zhang Zhi-hou,Wu Le-uan. Correlation Coefficient Method for Downward Continuation of Potential Fields [J]. Journal of Jilin University(Earth Science Edition), 2012, 42(6): 1912-1919.
[13] HE Yu-qiong, XU Ze-min, WANG Zhi-qi, ZHANG Yong. Application of Landslide Rainfall Threshold Model [J]. J4, 2012, 42(4): 1112-1118.
[14] SHEN Shi-wei, NAI Lei, XU Yan. Two-Stage Fuzzy Comprehensive Evaluation for Rainfall Influence on Slope Stability Under Different Weight Value [J]. J4, 2012, 42(3): 777-784.
[15] ZHANG Lan-ying, ZHANG Xue-qing, REN He-jun, DAI Huan-fang, LI Yan, ZHU Yan. Techniques of Bioleaching and Flooding the Shale Oil: A Review [J]. J4, 2011, 41(5): 1562-1572.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!