Comparison of Foundation Treatment Schemse for Tall-storey Residence at Beijing Textile Machine Factory

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Comparison of Foundation Treatment Schemse for Tall-storey Residence at Beijing Textile Machine Factory[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(2): 12-16.

Citation:

Comparison of Foundation Treatment Schemse for Tall-storey Residence at Beijing Textile Machine Factory[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(2): 12-16.

Comparison of Foundation Treatment Schemse for Tall-storey Residence at Beijing Textile Machine Factory[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(2): 12-16.

Citation:

Comparison of Foundation Treatment Schemse for Tall-storey Residence at Beijing Textile Machine Factory[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(2): 12-16.

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Comparison of Foundation Treatment Schemse for Tall-storey Residence at Beijing Textile Machine Factory

Received Date: 1998-11-08
Available Online: 2021-08-03

Abstract

Abstract

On the basis of the design and surrounding conditions, the schemes of backfill soil foundation are discussed, and a reasonable method is determined. The short and long CFG pile composite foundation will be a better method in the future according to the results of load test and settlement observation.
- CFG pil,
- backfill soil,
- composite foundation,
- load test