Catherine O'Sullivan

Civil and Structural Engineering · 2003–2014

A researcher in the Science corpus: 11 papers; trusts 11 researchers and is trusted by 15 researchers here, as inferred from the citation graph.

Subfields

• Civil and Structural Engineering — 23 citations into it; #978 of 6,160 by trust here, #2,005 by citations
• Management, Monitoring, Policy and Law — 16 citations into it; #2,788 of 2,821 by trust here, #1,468 by citations
• Mechanics of Materials — 11 citations into it; #3,630 of 6,291 by trust here, #5,193 by citations
• Computational Mechanics — 7 citations into it; #2,250 of 10,001 by trust here, #4,039 by citations

Whom Catherine O'Sullivan trusts overall

Their strongest outbound trust, strongest first, inferred from their citations.

1. S. Plimpton
2. Gye-Chun Cho
3. Daniel Barreto
4. Antoinette Tordesillas
5. C. Thornton
6. Jake Dodds
7. N. Guo
8. Ted Belytschko
9. D. Potyondy
10. Jun Yang

Who trusts Catherine O'Sullivan overall

1. N. Guo
2. M. Cortis
3. Xin Huang
4. Jidong Zhao
5. Xia Li
6. N. J. Brown
7. J. Boac
8. Shiwei Zhao
9. K. Hanley
10. William M. Coombs

Papers from Catherine O'Sullivan's perspective

Ordered by how strongly the researchers Catherine O'Sullivan trusts endorse each paper. Same corpus, a different order for every researcher.

1. On the modeling of confined buckling of force chains
2. Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions
3. Critical state and evolution of coordination number in simulated granular materials
4. Closure of "Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands"
5. On the evolution of stress and microstructure during general 3D deviatoric straining of granular media
6. The signature of shear-induced anisotropy in granular media
7. The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions (Granular Matter)
8. Shear Banding in True Triaxial Tests and Its Effect on Failure in Sand
9. Particulate Discrete Element Modelling: A Geomechanics Perspective
10. A bonded-particle model for rock

Their papers

• Fabric and Effective Stress Distribution in Internally Unstable Soils (2014) — 213 citations
• Exploring the influence of interparticle friction on critical state behaviour using DEM (2014) — 225 citations
• Discrete-element method analysis of the state parameter (2014) — 100 citations
• Effect of sample size on the response of DEM samples with a realistic grading (2014) — 162 citations
• The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions (2012) — 203 citations
• Particulate Discrete Element Modelling: A Geomechanics Perspective (2011) — 501 citations
• The influence of particle characteristics on the behaviour of coarse grained soils (2010) — 454 citations
• Micromechanics of granular material response during load reversals: Combined DEM and experimental study (2009) — 138 citations
• Effective simulation of flexible lateral boundaries in two- and three-dimensional DEM simulations (2008) — 142 citations
• Selecting a suitable time step for discrete element simulations that use the central difference time integration scheme (2004) — 316 citations
• A new approach for calculating strain for particulate media (2003) — 100 citations