Geosynthetic-reinforced and pile-supported (GRPS) embankment has been increasingly constructed in a large number of regions and for a wide range of projects in the past decades. However, many disadvantages are exposed through a lot of applications on conventional technique of GRPS embankment (called CT embankment), i.e., intolerable settlement and lateral displacement, low geosynthetic efficiency, etc. In view of these disadvantages, the fixed geosynthetic technique of GRPS embankment (called FGT embankment) is developed in this work. In this system, the geosynthetic is fixed on the pile head by the steel bar fulcrum and concrete fixed top. The principles and construction techniques involved in the FGT embankment are described firstly. Then, the numerical analysis method and two-stage analysis method are used to study the performance of FGT embankment, respectively. It is shown that the FGT embankment can provide a better improvement technique to construct a high embankment over soft ground. However, many disadvantages are exposed in a lot of applications on conventional technique of GRPS embankment (called CT embankment), ie, intolerable settlement and lateral displacement, low geosynthetic efficiency, etc. In view of these disadvantages, the fixed geosynthetic technique of GRPS embankment (called FGT embankment) is developed in this work. In this system, the geosynthetic is fixed on the pile head by the steel bar fulcrum and concrete fixed top. The principles and construction techniques involved in the FGT embankment are described first. Then, the numerical analysis method and two-stage analysis method are used to study the performance of FGT embankment, respectively. It shows shown the the FGT embankment can provide a better improvement technique to construct a high embankment over soft g round.