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2018 | OriginalPaper | Buchkapitel

Responses of Retaining Wall to Pre-excavation Dewatering Under Staggered Layout of Dewatering Wells

verfasst von : Chao-Feng Zeng, Zhi-Cheng Yuan, Xiu-Li Xue, Wei Hu

Erschienen in: Proceedings of China-Europe Conference on Geotechnical Engineering

Verlag: Springer International Publishing

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Abstract

Pre-excavation dewatering (PED) is an important stage in deep excavation in soft ground with high groundwater level. The PED-induced deformations of retaining wall and surrounding environment can reach centimeter level. However, the method to control this deformation has not been yet proposed by the traditional pit design theory and relevant research. In this paper, a countermeasure, which is called as staggered layout of dewatering well, is proposed. In this method, it is recommended that deeper wells and smaller spacings of neighboring wells are employed near the retaining wall. The numerical results show that this method can effectively limit the PED-induced wall deflection.

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Literatur
1.
Zurück zum Zitat Zeng, C.F., Xue, X.L., Zheng, G., Xue, T.Y., Mei, G.X.: Responses of retaining wall and surrounding ground to pre-excavation dewatering in an alternated multi-aquifer-aquitard system. J. Hydrol. 559, 609–626 (2018)CrossRef Zeng, C.F., Xue, X.L., Zheng, G., Xue, T.Y., Mei, G.X.: Responses of retaining wall and surrounding ground to pre-excavation dewatering in an alternated multi-aquifer-aquitard system. J. Hydrol. 559, 609–626 (2018)CrossRef
2.
Zurück zum Zitat Zheng, G., Zeng, C.F., Diao, Y., Xue, X.L.: Test and numerical research on wall deflections induced by pre-excavation dewatering. Comput. Geotech. 62, 44–56 (2014)CrossRef Zheng, G., Zeng, C.F., Diao, Y., Xue, X.L.: Test and numerical research on wall deflections induced by pre-excavation dewatering. Comput. Geotech. 62, 44–56 (2014)CrossRef
3.
Zurück zum Zitat Zeng, C.F., Zheng, G., Xue, X.L.: Wall deflection induced by pre-excavation dewatering in large-scale excavations. Chin. J. Geotech. Eng. 39(6), 1012–1021 (2017) Zeng, C.F., Zheng, G., Xue, X.L.: Wall deflection induced by pre-excavation dewatering in large-scale excavations. Chin. J. Geotech. Eng. 39(6), 1012–1021 (2017)
4.
Zurück zum Zitat Zeng, C.F., Xue, X.L., Zheng, G.: Effect of soil permeability on wall deflection during pre-excavation dewatering in soft ground. Rock and Soil Mech. 38(10), 3039–3047 (2017) Zeng, C.F., Xue, X.L., Zheng, G.: Effect of soil permeability on wall deflection during pre-excavation dewatering in soft ground. Rock and Soil Mech. 38(10), 3039–3047 (2017)
Metadaten
Titel
Responses of Retaining Wall to Pre-excavation Dewatering Under Staggered Layout of Dewatering Wells
verfasst von
Chao-Feng Zeng
Zhi-Cheng Yuan
Xiu-Li Xue
Wei Hu
Copyright-Jahr
2018
DOI
https://doi.org/10.1007/978-3-319-97115-5_44