![]() ![]() The obtained results indicated the negligible effect of geogrids on the reduction of settlement as the failure mode was controlled by the pore water pressure and it was not influenced by geogrids. The failure mechanism was observed through a digital camera and analyzed based on a mesh of colored sand. ![]() Failure mechanisms foundation and geosynthetic settlement and pore water pressure built-up trends were considered as the indicators of geosynthetics performances. ![]() Models of geosynthetics including geogrid and geocomposite were used as reinforcement elements. The present study presents the results of a series of 1 g shaking table tests modeling a 4 story building foundation overlying liquefiable soil reinforced by two different types of geosynthetics as liquefaction mitigation countermeasures. ![]()
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May 2023
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