Effects of the Diaphragm Wall Construction Process on Adjacent Ground and Buildings in Braced Excavations

Author:

Dong Yuepeng1

Affiliation:

1. Technical Univ. of Denmark

Publisher

American Society of Civil Engineers (ASCE)

Reference35 articles.

1. Chan, S. F., and T. F. Yap. 1992. “Effects of construction of a diaphragm wall very close to a masonry building.” In Vol. 1129 of Slurry walls: Design, construction, and quality control, 128–139. West Conshohocken, PA: ASTM. https://doi.org/10.1520/stp19728s.

2. Clough, G. W., and T. D. O’Rourke. 1990. Construction induced movements of insitu walls. Ithaca, NY: Cornell Univ.

3. Numerical modelling of installation effects for diaphragm walls in sand

4. DeWit, J. C. W. M., J. C. S. Roelands, and M. de Kant. 2000. “Full scale test on environmental impact of diaphragm wall trench excavation in Amsterdam.” In Geotechnical aspects of underground construction in soft ground, 723–730. Boca Raton, FL: CRC Press.

5. DiBiagio E. and F. Myrvoll. 1972. “Full scale field tests with a slurry trench pxcavation in soft clay.” In Proc. 5th European Conf. on Soil Mechanics and Foundation Engineering 39–49. Barcelona Spain: Spanish Society for Soil Mechanics and Geotechnical Engineering.

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