Analysis and calculation of surface and subsurface settlement trough profiles due to tunneling

Yantu Lixue/Rock and Soil Mechanics

Volumn 25, Issue 10, 2004, Pages 1542-1544

  Jiang, Xin Liang ^a   Zhao, Zhi Min ^a   Li, Yuan ^a  

^a TIANJIN UNIVERSITY   (China)

Author keywords

Gaussian distribution; Ground loss; Settlement trough; Width parameter

Indexed keywords

ENGINEERING GEOLOGY; SETTLEMENT OF STRUCTURES; SOIL MECHANICS;

GAUSSIAN DISTRIBUTION; GROUND LOSS; SUBSURFACE SETTLEMENT; SURFACE SETTLEMENT; WIDTH PARAMETER;

TUNNELING (EXCAVATION);

EID: 10344264434     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (5)

1. Peck R B, Deep excavations and tunneling in soft ground[A]. Proceedings of 7th International Conference on Soil Mechanics and Foundation Engineering[C]. Mexico City: State of the Art Report, 1969. 225-290.
2. Mair R I, Taylor R. N., Bracegirdle A., Subsurface settlement profiles above tunnel in clays[J]. Geotechnique, 1993, 43(2): 315-320.
3. Loganathan N, Poulos H G. Analytical prediction for tunneling-induced ground movements in clays[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, (9): 846-856.
4. Lee K M, Kerry R, Lo K Y, Subsidence owing to tunnelling. I: Estimating the gap parameter[J]. Canadian Geotechnical Journal, 1992, 29: 929-940.
5. Kerry R., Rowe, Lee K. M., Subsidence owing to tunnelling. II: Evaluation of a prediction technique[J]. Canadian Geotechnical Journal, 1992, 29: 941-954.