In-situ Testing Study of Active Area Soil Pressure of Pile-anchor Protection in Deep Pit

Aug. 2021

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In-situ Testing Study of Active Area Soil Pressure of Pile-anchor Protection in Deep Pit[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(2): 26-29.

Citation:

In-situ Testing Study of Active Area Soil Pressure of Pile-anchor Protection in Deep Pit[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(2): 26-29.

In-situ Testing Study of Active Area Soil Pressure of Pile-anchor Protection in Deep Pit[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(2): 26-29.

Citation:

In-situ Testing Study of Active Area Soil Pressure of Pile-anchor Protection in Deep Pit[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(2): 26-29.

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In-situ Testing Study of Active Area Soil Pressure of Pile-anchor Protection in Deep Pit

Received Date: 1998-12-07
Available Online: 2021-08-03

Abstract

Abstract

Through the in-situ test, the active area soil pressure distribution of pile-anchor system for deep pit is studied in this paper. Based on the finite element method and centrifugal test, the design-calculation model of active area soil pressure is given for moderate hard clay in deep excavation
- deep pit,
- pile-anchor protection,
- soil pressure in active area