Computing Three-Axis Orientations of a Tunnel-Boring Machine through Surveying Observation Points

Author:

Shen Xuesong123,Lu Ming123,Chen Wu123

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Alberta, 5-047, Markin/CNRL Natural Resources Engineering Facility, 9105 116th St., Edmonton, Alberta, Canada T6G 2W2; formerly, Ph.D. Candidate, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hong Kong SAR, China.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, 3-009, Markin/CNRL Natural Resources Engineering Facility, 9105 116th St., Edmonton, Alberta, Canada T6G 2W2; formerly, Associate Professor, Construction Engineering and Management, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hong Kong SAR, China (corresponding author).

3. Professor, Dept. of Land Surveying and Geo-informatics, Hong Kong Polytechnic Univ., Hong Kong SAR, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Reference19 articles.

1. ASCE. (2001). “Standard construction guidelines for microtunneling.” CI/ASCE 36-01 Reston VA.

2. A passive system for determining the attitude of a satellite

3. Davenport P. B. (1965). “A vector approach to the algebra of rotations with applications.” Technical Rep. NASA TN D-4696 NASA Goddard Space Flight Center Greenbelt MD.

4. A Least Squares Estimate of Satellite Attitude (Grace Wahba)

5. Keat J. (1977). “Analysis of least-squares attitude determination routine DOAOP.” Technical Rep. CSC/TM-77/6034 Computer Sciences Corporation Silver Spring MD.

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