Undrained uplift capacity of deeply embedded strip anchors in non-uniform soil

- Yu, S. B., Hambleton, J. P., Sloan, S. W.

Updating system reliability of pile group by load tests

- Huang, Jinsong, Kelly, Richard, Sloan, Scott

Vertical response of a thin-walled pipe pile embedded in viscoelastic soil to a transient point load with application to low-strain integrity testing

- Zheng, Changjie, Liu, Hanlong, Kouretzis, George P., Sloan, Scott W., Ding, Xuanming

A constitutive model for coal-fouled ballast capturing the effects of particle degradation

- Indraratna, Buddhima, Nimbalkar, Sanjay, Coop, Matthew, Sloan, Scott W.

A theoretical and experimental study on the behaviour of lignosulfonate-treated sandy silt

- Chen, Qingsheng, Indraratna, Buddhima, Carter, John, Rujikiatkamjorn, Cholachat

An effective stress analysis of partially embedded offshore pipelines: vertical penetration and axial walking

- Ansari, Yousef, Kouretzis, George P., Sheng, Daichao

Analysis of circular tunnels due to seismic P-wave propagation, with emphasis on unreinforced concrete liners

- Kouretzis, George P., Andrianopoulos, Konstantinos I., Sloan, Scott W., Carter, John P.

Analysis of circular tunnels due to seismic P-wave propagation, with emphasis on unreinforced concrete liners

- Kouretzis, GP, Andrianopoulos, KI, Sloan, SW, Carter, JP

Boundary effects of rainfall-induced landslides

- Ali, Abid, Huang, Jinsong, Lyamin, A. V., Sloan, S. W., Cassidy, M. J.

Cone penetration-induced pore pressure distribution and dissipation

- Chai, Jin-Chun, Hossain, Md. Julfikar, Carter, John, Shen, Shui-Long

Large deformation dynamic analysis of saturated porous media with applications to penetration problems

- Sabetamal, H., Nazem, M., Carter, J. P., Sloan, S. W.

Modelling water retention and volume change behaviours of unsaturated soils in non-isothermal conditions

- Zhou, An-Nan, Sheng, Daichao, Li, Jie

Numerical investigation of the failure of a building in Shanghai, China

- Chai, Jinchun, Shen, Shuilong, Ding, Wenqi, Zhu, Hehua, Carter, John

Numerical simulation of cone penetration testing using a new critical state constitutive model for sand

- Kouretzis, George P., Sheng, Daichao, Wang, Dong

Prediction of pile settlement in an elastic soil

- Naghibi, Farzaneh, Fenton, Gordon A., Griffiths, D. V.

A perturbation method for optimization of rigid block mechanisms in the kinematic method of limit analysis

- Hambleton, J. P., Sloan, S. W.

A symmetrisation method for non-associated unified hardening model

- Luo, Ting, Qin, Zhenhua, Feng, Xia, Xia, Fei, Yao, Yangping, Sheng, Daichao

Discrete modelling of hexagonal wire meshes with a stochastically distorted contact model

- Thoeni, Klaus, Lambert, Cedric, Giacomini, Anna, Sloan, Scott W.

Finite element simulation of an embankment on soft clay: case study

- Chai, Jinchun, Igaya, Yutaka, Hino, Takenori, Carter, John

Large deformation analysis of geomechanics problems by a combined rh-adaptive finite element method

- Kardani, M., Nazem, M., Sheng, D., Carter, J.P.