Sustainability Issues for the Deep Foundations - Sustainable Civil Infrastructures
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Published By Springer International Publishing

9783030019013, 9783030019020

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An Appraisal of Pile Capacity Interpretation Methods Using Model Piles

Sustainability Issues for the Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-030-01902-0_12 ◽

2018 ◽

pp. 125-140

Author(s):

Abideen Adekunle Ganiyu ◽

Ahmad Safuan A. Rashid ◽

Mohd Hanim Osman ◽

Atef Badr

Keyword(s):

Pile Capacity

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Shaft Resistance of Displacement Piles in Overconsolidated Cohesionless Soils

Sustainability Issues for the Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-030-01902-0_19 ◽

2018 ◽

pp. 232-246

Author(s):

Yasir M. Alharthi ◽

Adel M. Hanna

Keyword(s):

Cohesionless Soils ◽

Shaft Resistance

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Development of Negative Skin Friction and Dragloads on Piles and Pile Groups in Soft Clay

Sustainability Issues for the Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-030-01902-0_18 ◽

2018 ◽

pp. 215-231

Author(s):

Manal Salem ◽

A’laa Adel ◽

Mohamed Amer

Keyword(s):

Skin Friction ◽

Soft Clay ◽

Pile Groups ◽

Negative Skin Friction

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Case Study: Micropiles as Integral Part of an Alternative Slope Stabilization System

Sustainability Issues for the Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-030-01902-0_6 ◽

2018 ◽

pp. 61-68

Author(s):

Thomas Hangartner ◽

Christophe Balg

Keyword(s):

Stabilization System ◽

Slope Stabilization

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Analytical Approaches to Predict Pile Settlement in London Clay

Sustainability Issues for the Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-030-01902-0_14 ◽

2018 ◽

pp. 162-180 ◽

Cited By ~ 1

Author(s):

Elia Voyagaki ◽

Jamie Crispin ◽

Charlotte Gilder ◽

Paul Nowak ◽

Nick O’Riordan ◽

...

Keyword(s):

Pile Settlement ◽

London Clay ◽

Analytical Approaches

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Earth Pressure Distribution on Rigid Pipes Overlain by TDA Inclusion

Sustainability Issues for the Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-030-01902-0_1 ◽

2018 ◽

pp. 1-13

Author(s):

Mohamed A. Meguid

Keyword(s):

Pressure Distribution ◽

Earth Pressure

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Influence of Exposure Temperature on Shaft Capacity of Steel Piles in Ice-Poor and Ice-Rich Frozen Soils

Sustainability Issues for the Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-030-01902-0_20 ◽

2018 ◽

pp. 247-257 ◽

Cited By ~ 1

Author(s):

Abdulghader A. Aldaeef ◽

Mohammad T. Rayhani

Keyword(s):

Frozen Soils ◽

Exposure Temperature ◽

Steel Piles ◽

Shaft Capacity

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Analysis of Driven Pile Bearing Capacity Results by Static and Dynamic Load Tests

Sustainability Issues for the Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-030-01902-0_8 ◽

2018 ◽

pp. 77-84

Author(s):

Talal Awwad ◽

S. B. Yenkebayev ◽

D. V. Tsigulyov ◽

R. E. Lukpanov

Keyword(s):

Bearing Capacity ◽

Dynamic Load ◽

Load Tests ◽

Driven Pile

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Experimental Study on the Behavior of Pile and Soil at the Frost Condition

Sustainability Issues for the Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-030-01902-0_7 ◽

2018 ◽

pp. 69-76

Author(s):

Talal Awwad ◽

Zh. A. Shakhmov ◽

R. E. Lukpanov ◽

S. B. Yenkebayev

Keyword(s):

Experimental Study

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Bearing Behaviors and Reasonable Rock-Socketed Depth of Bridge Pile Foundation in Karst Areas

Sustainability Issues for the Deep Foundations - Sustainable Civil Infrastructures ◽

10.1007/978-3-030-01902-0_13 ◽

2018 ◽

pp. 141-161

Author(s):

Yunxiu Dong ◽

Zhongju Feng ◽

Yumeng Hao ◽

Hongsheng Yao ◽

Qi Wan

Keyword(s):

Pile Foundation ◽

Karst Areas ◽

Bridge Pile Foundation

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Sustainability Issues for the Deep Foundations - Sustainable Civil InfrastructuresLatest Publications

TOTAL DOCUMENTS

H-INDEX

Published By Springer International Publishing

An Appraisal of Pile Capacity Interpretation Methods Using Model Piles

Shaft Resistance of Displacement Piles in Overconsolidated Cohesionless Soils

Development of Negative Skin Friction and Dragloads on Piles and Pile Groups in Soft Clay

Case Study: Micropiles as Integral Part of an Alternative Slope Stabilization System

Analytical Approaches to Predict Pile Settlement in London Clay

Earth Pressure Distribution on Rigid Pipes Overlain by TDA Inclusion

Influence of Exposure Temperature on Shaft Capacity of Steel Piles in Ice-Poor and Ice-Rich Frozen Soils

Analysis of Driven Pile Bearing Capacity Results by Static and Dynamic Load Tests

Experimental Study on the Behavior of Pile and Soil at the Frost Condition

Bearing Behaviors and Reasonable Rock-Socketed Depth of Bridge Pile Foundation in Karst Areas

Sustainability Issues for the Deep Foundations - Sustainable Civil Infrastructures
Latest Publications