Comparative analysis of FLAC3D numerical simulations and field test of composite cement-soil nailing wall retaining
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Comparative analysis of FLAC3D numerical simulations and field test of composite cement-soil nailing wall retaining
Vol. 29, Issue S1, (2008)
作者机构:
解放军理工大学 国防与人防工程系,江苏,南京,210007
作者简介:
基金信息:
DOI:
CLC:TU470
Online First:15 April 2016,
Published:2008
稿件说明:
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ZHANG Shang-gen. Comparative analysis of FLAC3D numerical simulations and field test of composite cement-soil nailing wall retaining[J]. 2008, 29(S1).
DOI:
ZHANG Shang-gen. Comparative analysis of FLAC3D numerical simulations and field test of composite cement-soil nailing wall retaining[J]. 2008, 29(S1).DOI:
Comparative analysis of FLAC3D numerical simulations and field test of composite cement-soil nailing wall retaining
In accordance with composite soil nailing technology for deep excavation
the FLAC3D is used to simulate the process of construction by composite cement-soil nailing wall. During the simulation Mohr-Coulomb model is used and contact elements are applied to the interfaces between the soil nailing and soil. This simulation offers the axial force of soil nailing along nails length distribution
the horizontal displacements of soil
the settlements of ground
the uplifts in the bottom of the pit and the potential slip surface foundation pit in every step. The comparative results show that the FLAC3D results are basically consistent with data of field test. The FLAC3D results are worth use for reference in practical applications and design too. Furthermore
the agreement shows that FLAC3D model and analytical method are reliable. And the results of FLAC3D numerical simulations can satisfy the need of engineering
so it can be well applied to analyze and predict practical engineering.