Three-dimensional large deformation finite-element analysis of plate anchors in uniform clay
Three-dimensional large deformation finite-element (FE) analyses were performed to
investigate plate anchor capacity during vertical pullout. The remeshing and interpolation …
investigate plate anchor capacity during vertical pullout. The remeshing and interpolation …
Challenges of offshore geotechnical engineering
Abstract Design practice in offshore geotechnical engineering grew out of onshore practice,
but the two application areas have tended to diverge over the last 30 years, driven partly by …
but the two application areas have tended to diverge over the last 30 years, driven partly by …
[BOOK][B] Piles and pile foundations
C Viggiani, A Mandolini, G Russo - 2014 - books.google.com
Emerging research has led to substantial developments in analysis of pile groups and piled
rafts, as well as clarification of mechanisms involved in interactions between piles, soil, and …
rafts, as well as clarification of mechanisms involved in interactions between piles, soil, and …
Effects of local scour on failure envelopes of offshore monopiles and caissons
X Guo, J Liu, P Yi, X Feng, C Han - Applied Ocean Research, 2022 - Elsevier
Local scour may induce bearing capacity loss of the foundation significantly by removing soil
around the foundation and it has become one of the pivotal factors causing the failure of …
around the foundation and it has become one of the pivotal factors causing the failure of …
The undrained vertical bearing capacity of skirted foundations
G Yun, MF Bransby - Soils and foundations, 2007 - Elsevier
Skirted foundations are becoming an increasingly prevalent offshore foundation solution for
the oil and gas and renewable energies industries. Their capacity under combined …
the oil and gas and renewable energies industries. Their capacity under combined …
Numerical investigation and design of suction caisson for on-bottom pipelines under combined VHMT loading in normal consolidated clay
T Liu, Y Zhang, Q Meng - Ocean Engineering, 2023 - Elsevier
The length-to-diameter ratio of suction caisson used as the foundation of the pipeline system
in deep-water oilfields in the South China Sea is usually between 1 and 2. Suction caisson …
in deep-water oilfields in the South China Sea is usually between 1 and 2. Suction caisson …
A generalized elastoplastic load-transfer model for axially loaded piles in clay: Incorporation of modulus degradation and skin friction softening
L Li, N Lai, X Zhao, T Zhu, Z Su - Computers and Geotechnics, 2023 - Elsevier
The softening behavior of skin friction is commonly observed from load-displacement
responses of axially loaded piles in stiff clay, sensitive clay, and dense sands at a large …
responses of axially loaded piles in stiff clay, sensitive clay, and dense sands at a large …
The capacities of tripod bucket foundation under uniaxial and combined loading
Tripod bucket foundations are an alternative foundation for offshore wind turbines. Three-
dimensional finite element analyses were carried out to determine the capacities of tripod …
dimensional finite element analyses were carried out to determine the capacities of tripod …
Load capacity of caisson anchors exposed to seabed trenching
Floating structures are often secured in position with a taut mooring system and suction
caissons. Large seabed trenches have been observed adjacent to some suction caisson …
caissons. Large seabed trenches have been observed adjacent to some suction caisson …
Upper-bound solutions for inclined capacity of suction caissons in a trenched seabed
Large seabed trenches have recently been found adjacent to suction caissons with taut and
semi-taut moorings. Seabed trenching leads to loss of soil support and additional caisson …
semi-taut moorings. Seabed trenching leads to loss of soil support and additional caisson …