Advances in Analysis and Design of Deep Foundations - Sustainable Civil Infrastructures
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Published By Springer International Publishing

9783319616414, 9783319616421

Latest Documents Most Cited Documents Contributed Authors Related Sources Related Keywords

Numerical Modeling of a Caisson Foundation Retrofitted with Helical Piles

Advances in Analysis and Design of Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-319-61642-1_15 ◽

2017 ◽

pp. 184-199

Author(s):

Serhan Guner

Keyword(s):

Numerical Modeling ◽

Helical Piles

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The Evolution of Analysis Methods for Laterally Loaded Piles Through Time

Advances in Analysis and Design of Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-319-61642-1_7 ◽

2017 ◽

pp. 65-94

Author(s):

Ahmed Moussa ◽

Petros Christou

Keyword(s):

Laterally Loaded Piles ◽

Analysis Methods ◽

Laterally Loaded

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A Full Scale Field Study: Evaluation of the Magnitude and Time Extent of Excess Pore Water Pressure During the Installation of Auger Pressure Grouted Displacement Piles in Downtown Orlando

Advances in Analysis and Design of Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-319-61642-1_10 ◽

2017 ◽

pp. 116-129

Author(s):

Amr Sallam ◽

Mohamed Alrowaimi

Keyword(s):

Field Study ◽

Pore Water ◽

Pore Water Pressure ◽

Water Pressure ◽

Full Scale ◽

Excess Pore Water Pressure ◽

Study Evaluation ◽

Scale Field ◽

Excess Pore

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The Effect of the L/D Ratio of Pile Group Using the Equivalent Pier Method Including Interaction

Advances in Analysis and Design of Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-319-61642-1_13 ◽

2017 ◽

pp. 157-170

Author(s):

Pallavi Badry ◽

D. Neelima Satyam

Keyword(s):

Pile Group

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Reliability of Load-Transfer Approach in the Design of Large Diameter Bored Piles

Advances in Analysis and Design of Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-319-61642-1_8 ◽

2017 ◽

pp. 95-107

Author(s):

Hayel El-Naggar ◽

Mostafa Ahmed ◽

Sherif AbdelSalam

Keyword(s):

Load Transfer ◽

Large Diameter ◽

Bored Piles

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Effect of Deep Supported Excavation on the Adjacent Deep Foundation

Advances in Analysis and Design of Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-319-61642-1_21 ◽

2017 ◽

pp. 265-287

Author(s):

Qassun S. Mohammed Shafiqu ◽

Ali A. Shawqi Al-Ameri

Keyword(s):

Deep Foundation

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Analytical Models to Estimate the Time Dependent Increase in Pile Capacity (Pile Set-Up)

Advances in Analysis and Design of Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-319-61642-1_12 ◽

2017 ◽

pp. 143-156

Author(s):

Murad Y. Abu-Farsakh ◽

Md. Nafiul Haque

Keyword(s):

Time Dependent ◽

Analytical Models ◽

Pile Capacity ◽

Set Up

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Behavior of Bored Piles in Two Soil Layers, Sand Overlaying Compressible Clay (Case Study)

Advances in Analysis and Design of Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-319-61642-1_2 ◽

2017 ◽

pp. 15-27

Author(s):

Adel H. Hammam ◽

A. E. Abdel Salam

Keyword(s):

Soil Layers ◽

Bored Piles

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Laboratory Study of Plug Length Development and Bearing Capacity of Pipe Pile Models Embedded Within Partially Saturated Cohesionless Soils

Advances in Analysis and Design of Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-319-61642-1_3 ◽

2017 ◽

pp. 28-43 ◽

Cited By ~ 2

Author(s):

Mahmood R. Mahmood ◽

Karim H. Al-Helo ◽

Ali M. AL-harbawee

Keyword(s):

Bearing Capacity ◽

Laboratory Study ◽

Cohesionless Soils ◽

Pipe Pile ◽

Partially Saturated

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Comparative Analysis of the Behavior of a Piled Raft and Corresponding Pile Groups

Advances in Analysis and Design of Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-319-61642-1_17 ◽

2017 ◽

pp. 213-229

Author(s):

Hugo Pereira ◽

António Viana da Fonseca

Keyword(s):

Comparative Analysis ◽

Pile Groups ◽

Piled Raft

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Advances in Analysis and Design of Deep Foundations - Sustainable Civil InfrastructuresLatest Publications

TOTAL DOCUMENTS

H-INDEX

Published By Springer International Publishing

Numerical Modeling of a Caisson Foundation Retrofitted with Helical Piles

The Evolution of Analysis Methods for Laterally Loaded Piles Through Time

A Full Scale Field Study: Evaluation of the Magnitude and Time Extent of Excess Pore Water Pressure During the Installation of Auger Pressure Grouted Displacement Piles in Downtown Orlando

The Effect of the L/D Ratio of Pile Group Using the Equivalent Pier Method Including Interaction

Reliability of Load-Transfer Approach in the Design of Large Diameter Bored Piles

Effect of Deep Supported Excavation on the Adjacent Deep Foundation

Analytical Models to Estimate the Time Dependent Increase in Pile Capacity (Pile Set-Up)

Behavior of Bored Piles in Two Soil Layers, Sand Overlaying Compressible Clay (Case Study)

Laboratory Study of Plug Length Development and Bearing Capacity of Pipe Pile Models Embedded Within Partially Saturated Cohesionless Soils

Comparative Analysis of the Behavior of a Piled Raft and Corresponding Pile Groups

Advances in Analysis and Design of Deep Foundations - Sustainable Civil Infrastructures
Latest Publications