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Performance of a deep excavation in Lanzhou strong permeable sandy gravel strata
- Source :
- Arabian Journal of Geosciences. 13
- Publication Year :
- 2020
- Publisher :
- Springer Science and Business Media LLC, 2020.
-
Abstract
- A large air shaft engineered between the Olympic Sports Center Station and Century Avenue Station of the Lanzhou Metro Line one, China, occurred in strong permeable sandy gravel complex strata. The short distance between the Yellow River and the pit (shaft) resulted in many challenges during construction. These challenges mainly included the quick recovery of the water level and the difficulty of plugging the water. Some measures for monitoring the structural safety and response of the surrounding environment were taken. As the data showed, the design combined a bottom-up method with a top-down method using a peripheral cut-off wall for anti-seepage treatment, the underground diaphragm wall and the concrete bracing had a large rigidity, good impermeability and little influence on the surrounding environment in the process of dewatering and excavation, the external plastic concrete cut-off wall could contribute to the groundwater drawdown inside the pit and reduce the soil pressure on the retaining structure of the pit.
- Subjects :
- 010504 meteorology & atmospheric sciences
Structural safety
Excavation
010502 geochemistry & geophysics
01 natural sciences
Dewatering
Water level
Short distance
Mining engineering
Lateral earth pressure
Deep excavation
General Earth and Planetary Sciences
Groundwater
Geology
0105 earth and related environmental sciences
General Environmental Science
Subjects
Details
- ISSN :
- 18667538 and 18667511
- Volume :
- 13
- Database :
- OpenAIRE
- Journal :
- Arabian Journal of Geosciences
- Accession number :
- edsair.doi...........8223c9c9a4879ba5e1360aa55b889e9a
- Full Text :
- https://doi.org/10.1007/s12517-020-5102-9