Explore our latest research, journals, and technical papers.
2026-05-04 | M. S. Islam and E. Haque
Laboratory tests (unconfined compression (UC) and direct shear (DS) tests) were conducted to determine the strength anisotropy in undisturbed Dhaka clay. For this, undisturbed clay masses: Clay I and Clay II were collected by block sampling from two sites.
2026-05-04 | Hossain M. Shahin, Teruo Nakai, Dorival Pedroso
In this paper, three explicit integration schemes of subloading tij model, an elastoplastic constitutive model for soils, are described. The constitutive model can properly describes- influence of intermediate principal stress on the deformation and strength of soils.
2026-05-04 | Md. Mizanur Rahman, S.R. Lo, M. Cubrinovski and D. Cameron
The Steady State Line (SSL) for sand with fines moves downward with increasing fines (particle diameter < 75 m) content. This means that sand with fines may have an indefinite number of SSLs in e-log(p) space.
2026-05-04 | Dr. M. Kamal Uddin
Fly ash is a waste product recovered in large quantities from coal combustion plants. The effect of fly ash on the strength and deformation characteristics of soft Bangkok clay was investigated through laboratory tests.
2026-05-04 | Abdul Jabbar Khan
Most of the design methods for geosynthetic reinforced soil structures (GRSS) adopted in different codes are based either on Limit Equilibrium Approach or Hybrid Approach. Limit Equilibrium Approach addresses the Ultimate Limit State (ULS) explicitly and does not deal with Serviceability Limit State (SLS) at all.
2026-05-04 | M. A. Ansary and K. A. Hasan
Engineering properties of a lime stabilised soil collected from a reclaimed site of Dhaka, Bangladesh was studied. The soil used in this investigation is high plasticity silty clay with liquid limit of 52 and plasticity index of 29.