Compensation grouting to reduce settlement of buildings during an adjacent deep excavation

Geotechnical Special Publication

Volumn , Issue 120 II, 2003, Pages 837-844

  Liu, Jinyuan ^a  

^a POLYTECHNIC UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS; CLAY; CONSTRUCTION; COST EFFECTIVENESS; EXCAVATION; SOIL STRUCTURE INTERACTIONS; STRESSES; STRUCTURAL DESIGN;

COMPENSATION GROUTING; DEEP EXCAVATION; DIAPHRAGM WALL; SOFT CLAY;

GROUTING;

EID: 0037275529     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40663(2003)18     Document Type: Conference Paper

References (6)

1. Baker, W., Cording, E., and MacPherson, H. (1983). "Compaction grouting to control ground movements during tunneling." Underground Space, 7(3), 205-212.
2. Bjerrum, L. (1963). "Allowable settlement of structures." Proc. European Conf. on Soil Mech. & Found. Eng., Wiesbaden, Vol.2, 135-137.
3. Liu, J and Hou, X. (1998). Excavation engineering handbook. Chinese Building Construction Press (In Chinese).
4. Liu, J. (1999). "Centrifugal modeling of excavation in soft clay." Ph.D. dissertation, Tongji University, Shanghai, China (In Chinese).
5. Mair, R.J., Harris, D., Love, J., Blakey, D., and Kettle, C. (1994). "Compensation grouting to limit settlements during tunnelling at waterloo station, London." Proc. 7th Int. Sym. on Tunnelling'94, London 279-300.
6. Peck, R.B. (1969), "Deep excavations and tunneling in soft ground." Proc. 7th Int. Conf. on Soil Mech. & Found. Eng., State-of-the-Art Volume, 225-290.