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城市地铁建设中地下巷道定向测量方法研究

Abstract第4页
Introduction第8-10页
1. BASIC INFORMATION第10-25页
    1.1 Physico - geographical conditions of the work area第10页
    1.2 The main provisions of the theory of orientation of underground workings第10-13页
    1.3 Methods of tunnel construction and precision requirements第13-14页
    1.4 Basic concepts of orientation via method of triangle connection第14-19页
    1.5 Basic concepts of cross slit of counter workings. Breakdown of underground workings第19-22页
    1.6 Engineering and geological surveys for the construction of tunnels第22-23页
    1.7 Requirements for the performance of work第23-25页
2. ORIENTING OF AN UNDERGROUND GEODESIC BASE VIA THE METHOD OF TRIANGLE CONNECTION第25-38页
    2.1 Basics of the orientation the method of connecting triangles第25-27页
    2.2 Monitoring of measurement results第27-29页
    2.3 Equalizing the connecting triangles第29-33页
    2.4 Calculation of the direction angle of the line, orientation of underground polygonometry第33-34页
    2.5 Calculation of the mean square error of orientation第34-37页
    2.6 Evaluation and analysis of the performed calculations第37-38页
3. JUSTIFICATION OF CROSS SLIT SCHEME AND DEFINING ACCEPTABLE DISCREPANCIES OF FACES DURING THE CONSTRUCTION OF THE SUBWAY TUNNELS第38-56页
    3.1 General provisions第38-39页
    3.2 Analysis of the sources of errors of the cross-connection of counter-heading connections第39-43页
    3.3. The estimated error of the fault in the plan (along the X axis)第43-51页
    3.4 The height error for the expected height error (Z-axis)第51-55页
    3.5 Evaluation and analysis of the performed calculations第55-56页
4. ANALYSIS OF THE CONDUCTED WORKS AND THE JUSTIFICATION OF THE APPLIED METHODOLOGY第56-61页
    4.1 Assessment of effectiveness of application of underground geodesic base orientation via method of triangle connection in construction of city subway with counter – heading connections第56-57页
    4.2 Analysis of the application of triangle connection method第57-59页
    4.3 Analysis of the cross connection discrepancy of counter-heading connections when applying the geodetic base orientation via method of triangle connection第59-61页
Conclusion第61-62页
Acknowledgement第62-63页
References第63-64页

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