Australian Research Council Centre of Excellence Geotechnical Science and Engineering

Dr Daniel Wilson

Journal Papers

1. Wilson DW, Abbo AJ, Sloan SW, Lyamin AV (2011) Undrained stability of a circular tunnel where the shear strength increases linearly with depth. Canadian Geotechnical Journal, 48, 1328-1342. .

2. Yamamoto K, Lyamin AV, Wilson DW, Sloan SW, Abbo AJ (2011). Stability of a single tunnel in cohesive-frictional soil subjected to surcharge loading. Canadian Geotechnical Journal, 48, 1841-1854.

3. Yamamoto K, Lyamin AV, Wilson DW, Sloan SW, Abbo AJ (2011) Stability of a circular tunnel in cohesive-frictional soil subjected to surcharge loading. Computers and Geotechnics, 38:4, 504-514. .

4. 山本健太郎, A.V. Lyamin, D.W. Wilson, A.J. Abbo and S.W. Sloan, 載荷圧を受けた砂質土地盤における異なる形状を有する双設空洞の安定, 土木学会論文集A2(応用力学), Vol. 67, No. 2 (応用力学論文集 Vol. 14), pp. I_261-I_270 (2011).

5. Wilson DW, Abbo AJ, Sloan SW, Lyamin AV (2012) Undrained stability of a square tunnel where the shear strength increases linearly with depth.  Computers and Geotechnics, 49, 314-325.

6. Abbo AJ, Wilson DW, Sloan SW, Lyamin AV (2013) Undrained stability of a wide rectangular tunnel.  Computers and Geotechnics, 53, 46-59. 

7. Yamamoto K, Lyamin AV, Wilson DW, Sloan SW, Abbo AJ (2013) Stability of dual circular tunnels in cohesive-frictional soil subjected to surcharge loading. Computers and Geotechnics, 50, 41-54.

8. Wilson DW, Abbo AJ, Sloan SW, Lyamin AV (2014) Undrained stability of dual circular tunnels. ASCE International Journal of Geomechanics, 14:1, 69-79.

9. Yamamoto K, Lyamin AV, Wilson DW, Sloan SW, Abbo AJ (2014) Stability of dual square tunnels in cohesive-frictional soil subjected to surcharge loading. Canadian Geotechnical Journal, 51:8, 829-843.  

10. Wilson DW, Abbo AJ, Sloan SW, Lyamin AV (2014).  Undrained stability of dual square tunnels.  Accepted for publication in Acta Geotechnica, June 2014.