Issue 8

A. Namdar, Frattura ed Integrità Strutturale, 8 (2009) 21-29; DOI: 10.3221/IGF-ESIS.08.02 24 R ESULTS AND DISCUSSION nstalling a dense zone in the subsoil is the easiest method to make an embankment enough stable, when it is subjected to a dynamic force. The aim of this investigation has been to find the right location of the subsoil for a dense zone installation. The results of experiments has been recorded in the form of tables, graphs and photos. The stress characteristic is responsible for controlling liquefaction at the time that the system is under shaking. From the results of all experiments, it could be mention that the main reason of increasing embankment instability is the weakness of dense zone in controlling lateral force due to bad dense zone placement. In the test C (Fig 6c), due to suitable placement of dense zone, it could be observed low liquefaction level and higher stability. Suitable placement of dense wall is like constructing strong sufficient column in the right place of structure. Photographs A, B and C (Fig6a-c) provide sufficient evidence at the time of embankment breakdown at any second. Referring to Figs (7a1- c2) and Tab.1, it could observed that the maximum level of stress appeared below the embankment and the minimum level of stress occurred far from the embankment. This phenomenon is due to subsoil pressure caused by the weight of the embankment. The model C (with maximum level of stress applied on the model), due to suitable installation of dense zone, resulted significantly controlling lateral force, deformation and creep deformation in the subsoil and increased time stability of dense zone and embankment. Easy collapsing of embankment during earthquake is due to any reason could accelerate excess pore water pressure and placing system in the great danger. The immediate collapse of embankment, pressurizing more subsoil, due to dynamic falling weight of embankment on subsoil, could increases seismic force. The ability of seismic forces upon model is the results of a model characteristic. Arranging dense zone with proper material reduces speed of collapsing of embankment as as well as creep deformation and settlement of whole model. Here it could be observed vertical dynamic force created in the model. Embankment satiability is dependent of subsoil strength and deformation during vibrating model by seismic force. Intensity of displacement, deformation, stress, pore water pressure and liquefaction as well as restricting seismic force in the embankment models are results of selecting accurate place of dense wall. Liquefied soil exerts higher pressure on retaining walls, which can cause theirs tilt or slide. This movement can cause settlement of the retained soil and destruction of structures on the ground surface. Increased water pressure can also trigger landslides and cause the collapse of dams [9] . The lateral shear forces developed under the embankment should be compared with the shear strength of the subsoil [10] . The improvement of soil strength with geotextile material depends on the soil grading. The effect is significant for soil with more fine percent [11] . The liquefaction potential of a soil mass during an earthquake is dependent on both seismic and soil parameters [12] . Test name At the below of embankment (kPa) At the away from the embankment (kPa) A B C Table 1 : Maximum Stresses at Each Test C ONCLUSIONS - The construction of any embankment needs to consider soil foundation behavior with accurate interpretation of the results. - The results of three experiments have been carried out. They indicated the possibility of understanding behavior of embankment when it is under dynamic loading. - Placement of dense wall in suitable location of subsoil is like constructing strong sufficient column in the right place of structure. - Suitable placement of dense zone can more control pore water pressure and lateral force in the system and reducing of settlement and creep deformation of the subsoil and embankment as well as increases time stability of embankment during the earthquake. - Easy collapsing of embankment during earthquake could accelerate excess pore water pressure. - Collapsing of embankment has effect on neighboring area of the subsoil of embankment in term of increasing deformation, stress and excess pore water pressure. - All ability of seismic force activity in the system is result of model characteristics. I