Thirapong Pipatpongsa

Inventive concepts of 3D geo-stress sensing device using equivalent resistance of conductive particles subjected to contact pressures

Realizability of 3D geo-stress sensing device via electrical resistivity under contact pressure in granular media

Experimental and theoretical diagnosis of arch collapse with liquefaction in embankment constructed on soft ground subjected to seismic loading

Experimental and theoretical diagnosis of arch collapse with liquefaction in embankment constructed on soft ground subjected to seismic loading

Mechanisms of liquefaction-prone initial stresses in embankments caused by formation of arch and damage-resistant materials requirements against excessive basal settlement