ISSN 1748-6025 (Print); ISSN 1748-6033 (Online)
Publisher: Taylor and Francis Ltd
Elasto-viscoplastic modeling of Osaka soft clay considering destructuration and its effect on the consolidation analysis of an embankment pp. 69-89(21) Authors: Mirjalili, M.; Kimoto, S.; Oka, F.; Higo, Y.
Serviceability limit state CPT-based design for vertically loaded shallow footings on sand pp. 91-107(17) Authors: Uzielli, Marco; Mayne, Paul
Application of a new convergence measurement technique for the rehabilitation of old Rossio railway tunnel, Lisbon pp. 109-118(10) Authors: Torres, V.F. Navarro; Dinis da Gama, C.; Costa e Silva, M.M.; Singh, R. N.; Reddish, D.; Stace, R.
New technique of ground improvement: driven cast-in-situ thin wall concrete pipe piles (PCC) pp. 119-129(11) Author: Mahfouz, Ali
Numerically observed shear bands in soft sensitive clays pp. 131-146(16) Author: Thakur, Vikas
Initial stress formulae of high-order NMM and DDA for large deformation analysis pp. 147-153(7) Authors: Su, Haidong; Xie, Xiaoling
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