Combined loading of spudcan foundations on clay: laboratory tests

Combined loading of spudcan foundations on clay: laboratory tests

Recent research has shown that work-hardening plasticity theory provides a suitable framework for interpreting and predicting the load-displacement behaviour of rigid shallow foundations under combined vertical, moment and horizontal loading. Most previous work has, however, been restricted to footi...

Descripció completa

Dades bibliogràfiques
Autors principals:	Martin, C, Houlsby, G
Format:	Journal article
Idioma:	English
Publicat:	Thomas Telford Services Ltd 2000

Ítems similars

Combined loading of spudcan foundations on clay: numerical modelling
per: Martin, C, et al.
Publicat: (2001)

Jackup units on clay: structural analysis with realistic modelling of spudcan behaviour
per: Martin, C, et al.
Publicat: (1999)

The behaviour of spudcan footings on clay subjected to combined cyclic loading
per: Vlahos, G, et al.
Publicat: (2006)

A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay
per: Cassidy, M, et al.
Publicat: (2004)

Causes of post-installation penetration of jack-up spudcan foundations in clays.
per: Yu Ping Li, et al.
Publicat: (2018-01-01)

Determining appropriate stiffness levels for spudcan foundations using jack-up case records
per: Cassidy, M, et al.
Publicat: (2002)

Research on Optimal Design of Spudcan Structures to Ease Spudcan-Footprint Interactions in Clay and Comparative Analyses with Different Measures
per: Yu Huafeng, et al.
Publicat: (2022-03-01)

Optimization for the Assessment of Spudcan Peak Resistance in Clay–Sand–Clay Deposits
per: Jingbin Zheng, et al.
Publicat: (2021-06-01)

A comparison of field and laboratory tests of caisson foundations in sand and clay
per: Kelly, R, et al.
Publicat: (2006)

A comparison of field and laboratory tests of caisson foundations in sand and clay
per: Kelly, R, et al.
Publicat: (2006)

A probabilistic approach to the prediction of spudcan penetration of jack-up units
per: Houlsby, G
Publicat: (2011)

The Effects of Installation on the Elastic Stiffness Coefficients of Spudcan Foundations
per: Wen-Long Lin, et al.
Publicat: (2021-04-01)

Research on the Penetration of Spudcan Foundation for Mobile Jack-Up Platform
per: Zehua PAN, et al.
Publicat: (2023-01-01)

Estimation of Distribution Factor for Peak Penetration Resistance Prediction of Spudcan Foundations in Loose to Medium-Dense Sand Overlying Clay
per: Muhammad Asad Jan, et al.
Publicat: (2020-12-01)

Numerical Investigation on the Spudcan Penetration into Sand Overlying Clay Considering the Strain Effects
per: Pan Gao, et al.
Publicat: (2022-07-01)

On Cubic Spudcan Deep Penetration in Dense Sand Overlying Non-Uniform Clay
per: Jun Zhao, et al.
Publicat: (2022-10-01)

Numerical investigation of prediction method for spudcan settlement in normally consolidated kaolin clay
per: Qiu Z Z, et al.
Publicat: (2020-01-01)

Laboratory testing of shallow skirted foundations in sand
per: Byrne, B, et al.
Publicat: (2003)

Bearing capacity of the bucket spudcan foundation for offshore jack-up drilling platforms
per: Puyang Zhang, et al.
Publicat: (2011-04-01)

MODELING OF THE BEHAVIOR OF FOUNDATIONS OF JACK-UP UNITS ON CLAY
per: Houlsby, G, et al.
Publicat: (1993)

Multilayer-perceptron-based prediction of sand-over-clay bearing capacity during spudcan penetration
per: Kailin Ding, et al.
Publicat: (2022-01-01)

A Random Forest Model for the Prediction of Spudcan Penetration Resistance in Stiff-Over-Soft Clays
per: Gao Pan, et al.
Publicat: (2020-12-01)

Capacity of rectangular mudmat foundations on clay under combined loading
per: Dunne, H, et al.
Publicat: (2017)

Finite Element Analysis and Parametric Study of Spudcan Footing Geometries Penetrating Clay Near Existing Footprints
per: Long Yu, et al.
Publicat: (2019-06-01)

Implementation of a force-resultant model describing spudcan load-displacement behaviour using an implicit integration scheme
per: Vlahos, G, et al.
Publicat: (2008)

The bearing capacity of a strip footing on clay under combined loading
per: Houlsby, G, et al.
Publicat: (1999)

Predictions of the results of laboratory tests on a clay using a critical state model.
per: Houlsby, G, et al.
Publicat: (1984)

Model testing of suction caissons in clay subjected to vertical loading
per: Villalobos, F, et al.
Publicat: (2010)

Rigid pile response to cyclic lateral loading: laboratory tests
per: Abadie, C, et al.
Publicat: (2019)

AN ANALYTICAL STUDY OF THE CONE PENETRATION TEST IN CLAY
per: Teh, C, et al.
Publicat: (1991)

Failure mechanisms of a spudcan penetrating next to an existing footprint
per: Vickie Kong, et al.
Publicat: (2015-03-01)

ANALYSIS OF THE CONE PRESSUREMETER TEST IN CLAY
per: Houlsby, G, et al.
Publicat: (1988)

Field trials of suction caissons in clay for offshore wind turbine foundations
per: Houlsby, G, et al.
Publicat: (2005)

Field trials of suction caissons in clay for offshore wind turbine foundations
per: Houlsby, G, et al.
Publicat: (2005)

THE EFFECTS OF PRESSUREMETER GEOMETRY ON THE RESULTS OF TESTS IN CLAY
per: Houlsby, G, et al.
Publicat: (1993)

Tensile loading of model caisson foundations for structures on sand
per: Kelly, R, et al.
Publicat: (2004)

Partially-drained loading of shallow foundations on sand
per: Mangal, J, et al.
Publicat: (1999)

Structural Analysis Procedure and Applicability Review of Spudcan Considering Soil Types
per: Joo-Shin Park, et al.
Publicat: (2023-09-01)

Loading Rate Effect on Piles in Clay from Laboratory Model Tests
per: Abdullah I. Al-Mhaidib
Publicat: (2001-01-01)

The effects of pressuremeter geometry on the results of tests in clay - Discussion
per: Houlsby, G, et al.
Publicat: (1995)