The utility model discloses a horizontal
variable stiffness foundation pit support structure for soft soil area, including H-shaped steel, crown beam, cast-in-situ bored
pile, arch truss, energy-absorbing
cell body and force transfer member, H-shaped steel is provided in the inner cavity of cast-in-situ bored
pile, crown beam is provided at the top end of cast-in-situ bored
pile, arch truss is connected with cast-in-situ bored pile through force transfer member, and the energy-absorbing
cell body is connected with the cast-in-situ bored pile. The
energy absorption cell bodies are arranged between the cast-in-situ bored piles and the soil body, and the prestressed steel strands are arranged at the two ends of the arch feet of the arch truss. The
energy absorption cell body is arranged between the cast-in-situ bored pile and the soil body behind the pile, a negative Poisson's ratio structure is adopted, excellent
energy absorption capacity is achieved,
impact and damage of the soil body in front of the pile to a supporting structure due to the phenomena of mutual wedge-caulking of soil particles,
soil stress redistribution, main stress direction deviation and the like can be effectively relieved, and the supporting effect is improved. The stability and the non-deformability of the foundation pit are enhanced; an arch truss is arranged in an area with insufficient rigidity, the horizontal supporting rigidity is improved, deformation and uneven deformation are reduced, and stability and safety are enhanced.