A large deformation finite element analysis of uplift behaviour for helical anchor in spatially variable clay

A three-dimensional large-deformation random finite-element study of landslide runout considering spatially varying soil

(2021) Xuejian Chen et al.   Landslides

Determination of the ultimate consolidation settlement of jack-up spudcan footings embedded in clays

(2021) Jiang Tao Yi et al.   OCEAN ENGINEERING

Determination of limiting cavity depths for offshore spudcan foundations in a spatially varying seabed

(2020) Jiang Tao Yi et al.   MARINE STRUCTURES

Discussion: A review on the behaviour of helical piles as a potential offshore foundation system

(2020) Shah Neyamat Ullah et al.   MARINE GEORESOURCES & GEOTECHNOLOGY

A large-deformation random finite-element study: failure mechanism and bearing capacity of spudcan in a spatially varying clayey seabed

(2019) Jiang Tao Yi et al.   GEOTECHNIQUE

Investigation of pullout load capacity for helical anchors subjected to inclined loading conditions using coupled Eulerian-Lagrangian analyses

(2019) Ochang Kwon et al.   COMPUTERS AND GEOTECHNICS

The bearing capacity of spudcan foundations under combined loading in spatially variable soils

(2017) Li Li et al.   ENGINEERING GEOLOGY

Probabilistic stability analyses of undrained slopes with linearly increasing mean strength

(2017) D. Zhu et al.   GEOTECHNIQUE

Bearing capacity of spudcan foundations in a spatially varying clayey seabed

(2017) Li Li et al.   OCEAN ENGINEERING

A probabilistic approach to the ultimate capacity of skirted foundations in spatially variable clay

(2017) T.S. Charlton et al.   STRUCTURAL SAFETY

Probabilistic stability analyses of undrained slopes by 3D random fields and finite element methods

(2017) Yong Liu et al.   Geoscience Frontiers

Probabilistic capacity analysis of suction caissons in spatially variable clay

(2016) T.S. Charlton et al.   COMPUTERS AND GEOTECHNICS

Model uncertainty of cylindrical shear method for calculating the uplift capacity of helical anchors in clay

(2016) Chong Tang et al.   ENGINEERING GEOLOGY

Random finite element method for spudcan foundations in spatially variable soils

(2016) J.H. Li et al.   ENGINEERING GEOLOGY

Effect of spatial variation of strength and modulus on the lateral compression response of cement-admixed clay slab

(2015) Y. Liu et al.   GEOTECHNIQUE

Failure Mechanism and Bearing Capacity of Footings Buried at Various Depths in Spatially Random Soil

(2015) Jinhui Li et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Helical piles: an innovative foundation design option for offshore wind turbines

(2015) B. W. Byrne et al.   PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES

Modified linear estimation method for generating multi-dimensional multi-variate Gaussian field in modelling material properties

(2014) Yong Liu et al.   PROBABILISTIC ENGINEERING MECHANICS

Uplift behaviour of helical anchors in clay

(2013) D. Wang et al.   CANADIAN GEOTECHNICAL JOURNAL

Pullout behaviour of plate anchor in clay with linearly increasing strength

(2013) Kee Kiat Tho et al.   CANADIAN GEOTECHNICAL JOURNAL

Modelling helical screw piles in soft clay and design implications

(2013) Samuel A. Stanier et al.   PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING

Ultimate Uplift Capacity of Multiplate Helical Type Anchors in Clay

(2010) R. S. Merifield   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Three-Dimensional Large Deformation Finite-Element Analysis of Plate Anchors in Uniform Clay

(2009) Dong Wang et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Effect of Strain Rate and Strain Softening on the Penetration Resistance of Spudcan Foundations on Clay

(2009) Muhammad Shazzad Hossain et al.   International Journal of Geomechanics