Sustainable Civil Infrastructures - Advanced Numerical Methods in Foundation Engineering
Latest Publications

TOTAL DOCUMENTS

(FIVE YEARS 10)

H-INDEX

(FIVE YEARS 1)

Published By Springer International Publishing

9783030341923, 9783030341930

Latest Documents Most Cited Documents Contributed Authors Related Sources Related Keywords

Numerical Prediction of Thermo-Mechanical Behavior of Energy Pile in Pyroclastic Soil

Sustainable Civil Infrastructures - Advanced Numerical Methods in Foundation Engineering ◽

10.1007/978-3-030-34193-0_7 ◽

2019 ◽

pp. 89-107

Author(s):

Gianpiero Russo ◽

Gabriella Marone ◽

Luca Di Girolamo ◽

Marianna Pirone

Keyword(s):

Mechanical Behavior ◽

Numerical Prediction ◽

Energy Pile ◽

Pyroclastic Soil

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Effects of Reynolds Number and Aspect Ratio on the Turbulence Characteristics in Developing and Fully Developed Flow Over a Rough Bed

Sustainable Civil Infrastructures - Advanced Numerical Methods in Foundation Engineering ◽

10.1007/978-3-030-34193-0_10 ◽

2019 ◽

pp. 133-143

Author(s):

Minakshee Mahananda ◽

Prashanth Reddy Hanmaiahgari ◽

Ram Balachandar

Keyword(s):

Reynolds Number ◽

Aspect Ratio ◽

Fully Developed Flow ◽

Turbulence Characteristics ◽

Rough Bed

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Bearing Capacity of Square Footing: A Comparative Study Employing Non-associative MC and MCC Model

Sustainable Civil Infrastructures - Advanced Numerical Methods in Foundation Engineering ◽

10.1007/978-3-030-34193-0_3 ◽

2019 ◽

pp. 34-47

Author(s):

Mousumi Mukherjee ◽

Arindam Dey

Keyword(s):

Comparative Study ◽

Bearing Capacity ◽

Square Footing

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Groundwater Numerical Modelling of Amman-Zarqa Basin-Jordan

Sustainable Civil Infrastructures - Advanced Numerical Methods in Foundation Engineering ◽

10.1007/978-3-030-34193-0_1 ◽

2019 ◽

pp. 1-18

Author(s):

Fayez Abdulla ◽

Bashar Abu Dawleh ◽

Majed Abu-Zreig ◽

Abbas Al-Omari

Keyword(s):

Numerical Modelling ◽

Amman Zarqa Basin

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Numerical Analysis of Instabilities Affecting an Excavation on the High Speed Line in Northern Morocco

Sustainable Civil Infrastructures - Advanced Numerical Methods in Foundation Engineering ◽

10.1007/978-3-030-34193-0_9 ◽

2019 ◽

pp. 125-132 ◽

Cited By ~ 1

Author(s):

Ghizlane Ardouz ◽

Khadija Baba

Keyword(s):

Numerical Analysis ◽

High Speed

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Conventional Method to Estimate Settlement of Plate Subjected to Bi-Axial Loading – Part II

Sustainable Civil Infrastructures - Advanced Numerical Methods in Foundation Engineering ◽

10.1007/978-3-030-34193-0_6 ◽

2019 ◽

pp. 63-88

Author(s):

Khaled R. Khater ◽

Mohamed Abouzied

Keyword(s):

Conventional Method ◽

Axial Loading

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Stiff Degradation of Granular Material – A DEM Approach

Sustainable Civil Infrastructures - Advanced Numerical Methods in Foundation Engineering ◽

10.1007/978-3-030-34193-0_5 ◽

2019 ◽

pp. 56-62

Author(s):

Md. Mizanur Rahman ◽

Hoang Bao Khoi Nguyen ◽

Hung-Chun Wang

Keyword(s):

Granular Material

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A Micro-mechanical Study for Constant Shear Drained Behaviour of Granular Material

Sustainable Civil Infrastructures - Advanced Numerical Methods in Foundation Engineering ◽

10.1007/978-3-030-34193-0_4 ◽

2019 ◽

pp. 48-55

Author(s):

Hoang Bao Khoi Nguyen ◽

Mizanur Rahman ◽

Hung-Chun Wang

Keyword(s):

Granular Material ◽

Constant Shear ◽

Mechanical Study

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A Density-Dependent Constitutive Model of Rockfill as Well as a Dynamic Contact Technique for Simulation of Dynamic Compaction with MPM

Sustainable Civil Infrastructures - Advanced Numerical Methods in Foundation Engineering ◽

10.1007/978-3-030-34193-0_2 ◽

2019 ◽

pp. 19-33

Author(s):

Ruiyu Zhang ◽

Erxiang Song ◽

Abbas Haider ◽

Yujin Sun

Keyword(s):

Constitutive Model ◽

Dynamic Contact ◽

Dynamic Compaction ◽

Density Dependent

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The Role of Constitutive Material Laws on the Jacking of Single Pile Into Sandy Soil Using Coupled Eulerian-Lagrangian Method

Sustainable Civil Infrastructures - Advanced Numerical Methods in Foundation Engineering ◽

10.1007/978-3-030-34193-0_8 ◽

2019 ◽

pp. 108-124

Author(s):

Mohamed Abdelfattah ◽

Khalid Abdel-Rahman ◽

Sayed M. Ahmed ◽

Yasser M. El-Mossallamy

Keyword(s):

Sandy Soil ◽

Lagrangian Method ◽

Single Pile ◽

Constitutive Material

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Sustainable Civil Infrastructures - Advanced Numerical Methods in Foundation EngineeringLatest Publications

TOTAL DOCUMENTS

H-INDEX

Published By Springer International Publishing

Numerical Prediction of Thermo-Mechanical Behavior of Energy Pile in Pyroclastic Soil

Effects of Reynolds Number and Aspect Ratio on the Turbulence Characteristics in Developing and Fully Developed Flow Over a Rough Bed

Bearing Capacity of Square Footing: A Comparative Study Employing Non-associative MC and MCC Model

Groundwater Numerical Modelling of Amman-Zarqa Basin-Jordan

Numerical Analysis of Instabilities Affecting an Excavation on the High Speed Line in Northern Morocco

Conventional Method to Estimate Settlement of Plate Subjected to Bi-Axial Loading – Part II

Stiff Degradation of Granular Material – A DEM Approach

A Micro-mechanical Study for Constant Shear Drained Behaviour of Granular Material

A Density-Dependent Constitutive Model of Rockfill as Well as a Dynamic Contact Technique for Simulation of Dynamic Compaction with MPM

The Role of Constitutive Material Laws on the Jacking of Single Pile Into Sandy Soil Using Coupled Eulerian-Lagrangian Method

Sustainable Civil Infrastructures - Advanced Numerical Methods in Foundation Engineering
Latest Publications