Evolution of Pile Shaft Capacity Over Time in Soft Clays (Case Study: Leda Clay)

doi 10.22215/etd/2015-11102
Full Text
Abstract

Available in full text

Date

Unknown

Authors
Publisher

Carleton University

Related search

Evaluation of Time-Dependent Pile Capacity Increase in Soft Clay

English

Jet Grouting to Increase Lateral Resistance of Pile Group in Soft Clay

2009English

On the Yielding and Mechanical Strength of Leda Clays

Canadian Geotechnical Journal
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1970English

Change of Soft Target’s Resilience in Time – Case Study

DAAAM International Scientific Book
2019English

Bearing Capacity Effect of Soft Clay With Sand Compaction Piles

International Journal of Science and Research (IJSR)
2016English

Bearing Capacity of Soil Bags on Soft Ground Reinforced by Bamboo Pile

International Journal of GEOMATE
BuildingGeotechnical EngineeringSoil ScienceEngineering GeologyConstructionEnvironmental Engineering
2019English

Analytical Analysis and Field Test Investigation of Consolidation for CCSG Pile Composite Foundation in Soft Clay

Journal of Applied Mathematics
Applied Mathematics
2013English

Field Test Study on a Short Pile - Net Composite Foundation Over Gravel Clay for High - Speed Railways

Journal of Engineering Science and Technology Review
Engineering
2016English

Behaviour of Sensitive Leda Clay Under Simple Shear Loading

English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2025 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy