A Method of Using Aerosol to Disturb Soft Soil Foundation
A technology of soft soil foundation and aerosol, which is applied in the field of foundation treatment and application of aerosol to disturb the soft soil foundation. It can solve the problems of difficult drainage facilities and long construction period, and achieve easy-to-control and stable product quality. The effect of small settlement and increased permeability coefficient
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Embodiment 1
[0060] The soft soil foundation of a sea reclamation project is treated, the soft soil layer is 20-25m thick, and the surface layer is 3-5m thick dredging fill. The design parameters of the soft soil foundation are shown in the table below.
[0061]
[0062] A method of applying aerosol to disturb the soft soil foundation, comprising the following steps:
[0063] (1) Vertical drainage channels: the ground treatment drainage channels are designed in accordance with the "Technical Specifications for Building Foundation Treatment", and the measurement and setting out are carried out according to the design, the soft soil foundation treatment area is determined, the site is leveled, and multiple vertical drainage bodies Drilling to the design depth, the top of the drainage body 1 exposes the surface layer of the soft soil foundation;
[0064] The drainage body adopts a plastic drainage board, the depth of the drainage body driven into the soft ground is 18m, and the specificati...
Embodiment 2
[0078] The treatment method to the soft ground is the same as that of Example 1, except that in step (1), the drainage body is a bagged sand well with a diameter of d w is 100mm, the drainage body is arranged in a square, and the effective drainage diameter of the drainage body is d e is 1.356m, and L is 1.2m. The permeability coefficient of the soft soil foundation treated by the method of the present invention increases by two orders of magnitude, the void ratio decreases, and the shear strength of the cross plate significantly increases. The changes of each parameter over time are basically the same as in Example 1.
[0079] After the entire area is sprayed, take out the casing, and in about 3-4 months, all indicators of the soft soil foundation meet the treatment requirements.
Embodiment 3
[0081] The treatment method for the soft soil foundation is the same as that of Example 1, except that in step (3), after the cushion layer and drainage ditches are set, the pile carrier is laid on the cushion layer, and then the punching process is used to pass through the pile carrier 1. The cushion layer is provided with a punching channel in the soft soil foundation to be treated; the depth of the punching channel is guaranteed to pass through the backfill and the cushion layer, and go deep into the soft soil foundation by 50cm, with a diameter of 10cm.
[0082] The heap carrier is preloaded, and the material is pond slag. The height of the heap is 3m, and the heap is divided into 2 times. The first layer is laid with 1.5m. %, and the degree of compaction is required to be >90%, and the total height of the backfill is calculated according to the bearing capacity requirements of the foundation treatment.
[0083] The permeability coefficient of the soft soil foundation trea...
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