Semi-analytical approach for time-dependent load–settlement response of a jacked pile in clay strata
Author:
Affiliation:
1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China.
2. Department of Civil Engineering, Shanghai University, Shanghai 200444, China.
Abstract
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2016-0561
Reference36 articles.
1. Evaluating pile installation and subsequent thixotropic and consolidation effects on setup by numerical simulation for full-scale pile load tests
2. Mobilized side and tip resistances of piles in clay
3. Test Methods for Deep Foundations Under Static Axial Compressive Load
4. Shaft Resistance and Setup Factors for Piles Jacked in Clay
5. Undrained cavity expansion in modified Cam clay I: Theoretical analysis
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