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Simulation of pile cap contribution to the lateral pile performance due to adjacent excavation | Acta Geotechnica
Materials | Free Full-Text | Bearing Capacity and Deformation of the Tandem Compound Piles Improved Foundation: A Parametric Study
Materials | Free Full-Text | Bearing Capacity and Deformation of the Tandem Compound Piles Improved Foundation: A Parametric Study
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Simulation of pile cap contribution to the lateral pile performance due to adjacent excavation | Acta Geotechnica
Simulation of pile cap contribution to the lateral pile performance due to adjacent excavation | Acta Geotechnica
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SciELO - Brasil - Numerical analyses of two-pile caps considering lateral friction between the piles and soil Numerical analyses of two-pile caps considering lateral friction between the piles and soil
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Materials | Free Full-Text | Bearing Capacity and Deformation of the Tandem Compound Piles Improved Foundation: A Parametric Study
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Simulation of pile cap contribution to the lateral pile performance due to adjacent excavation | Acta Geotechnica
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Materials | Free Full-Text | Bearing Capacity and Deformation of the Tandem Compound Piles Improved Foundation: A Parametric Study
Simulation of pile cap contribution to the lateral pile performance due to adjacent excavation | Acta Geotechnica
Materials | Free Full-Text | Bearing Capacity and Deformation of the Tandem Compound Piles Improved Foundation: A Parametric Study
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Materials | Free Full-Text | Bearing Capacity and Deformation of the Tandem Compound Piles Improved Foundation: A Parametric Study
Materials | Free Full-Text | Bearing Capacity and Deformation of the Tandem Compound Piles Improved Foundation: A Parametric Study
Materials | Free Full-Text | Bearing Capacity and Deformation of the Tandem Compound Piles Improved Foundation: A Parametric Study
Simulation of pile cap contribution to the lateral pile performance due to adjacent excavation | Acta Geotechnica
SciELO - Brasil - Numerical analyses of two-pile caps considering lateral friction between the piles and soil Numerical analyses of two-pile caps considering lateral friction between the piles and soil