Yield stress, volume change, and shear strength behaviour of unsaturated soils: validation of the SFG model

- Zhou, Annan, Sheng, Daichao

Use of expanding polyurethane resin to remediate expansive soil foundations

- Buzzi, Olivier, Fityus, Stephen, Sloan, Scott W.

Uplift behaviour of helical anchors in clay

- Wang, D., Merifield, R. S., Gaudin, C.

Undrained stability of rectangular tunnels where shear strength increases linearly with depth

- Wilson, Daniel W., Abbo, Andrew J., Sloan, Scott W., Yamamoto, Kentaro

Undrained stability of a circular tunnel where the shear strength increases linearly with depth

- Wilson, Daniel, Abbo, Andrew, Sloan, Scott, Lyamin, Andrei

Towards more realistic modelling of sand-rubber mixtures considering shape, deformability and micro-mechanics

- Asadi, Mohsen, Mahboubi, Ahmad, Thoeni, Klaus

Three-dimensional stability charts for slopes based on limit analysis methods

- Li, A. J., Merifield, R. S., Lyamin, A. V.

Three-dimensional effects in low-strain integrity testing of piles: analytical solution

- Zheng, Changjie, Kouretzis, George P., Ding, Xuanming, Liu, Hanlong, Poulos, Harry G.

Stability of dual square tunnels in cohesive-frictional soil subjected to surcharge loading

- Yamamoto, Kentaro, Lyamin, Andrei V., Wilson, Daniel W., Sloan, Scott W., Abbo, Andrew J.

Stability of a single tunnel in cohesive-frictional soil subjected to surcharge loading

- Yamamoto, Kentaro, Lyamin, Andrei V., Wilson, Daniel W., Sloan, Scott W., Abbo, Andrew J.

Spatial correlation length of normalized cone data in sand: case study in the north of Denmark

- Firouzianbandpey, S., Griffiths, D. V., Ibsen, L. B., Andersen, L. V.

Some aspects of the mechanics of arching in backfilled stopes

- Fahey, Martin, Helinski, Matthew, Fourie, Andy

Soil-buried pipeline interaction for vertical downwards relative offset

- Kouretzis, George P., Krabbenhøft, Kristian, Sheng, Daichao, Sloan , Scott W.

Shallow and deep failure mechanisms during uplift and lateral dragging of buried pipes in sand

- Wu, Jinbiao, Kouretzis, George, Suwal, Laxmi, Ansari, Yousef, Sloan, Scott W.

Reply to the discussion by Zhang and Lytton on 'A new modelling approach for unsaturated soils using independent stress variables'

- Sheng, Daichao, Fredlund, Delwyn G., Gens, Antonio

Relative performance of two unsaturated soil models using different constitutive variables

- Lloret-Cabot, Martí, Wheeler, Simon J., Pineda, Jubert A., Sheng, Daichao, Gens, Antonio

Probabilistic seismic slope stability analysis and design

- Burgess, Jesse, Fenton, Gordon A., Griffiths, D. V.

Probabilistic characterization of two-dimensional soil profile by integrating cone penetration test (CPT) with multi-channel analysis of surface wave (MASW) data

- Huang, Jinsong, Zheng, Dong, Li, Dian-Qing, Kelly, Richard, Sloan, Scott William

Pore pressures induced by piezocone penetration

- Chai, Jin-chun, Hossain, Julfikar, Yuan, Da-Jun, Shen, Shui-long, Carter, John P.

New insight into cavitation mechanisms in high-capacity tensiometers based on high-speed photography

- Mendes, J., Buzzi, O.