Soft foundation treatment method based on combination of two-time precipitation and dynamic consolidation

A technology of soft ground treatment and combined power, which is applied in the fields of infrastructure engineering, soil protection, construction, etc., can solve the problems of long construction period of light precipitation, loss of precipitation function, and influence of soil reinforcement, etc., to achieve high construction efficiency and occupy The effect of small area and energy saving

Active Publication Date: 2018-03-09
ZHONGYIFENG CONSTR GRP
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Problems solved by technology

[0003] The object of the present invention is to provide a method for treating soft ground with secondary precipitation combined with dynamic consolidation, which is used to overcome the pressure of submerged water and pore water falling together during the construction process, the efficiency is slow, and the power extrusion soil closing filter screen is easy to be applied once a w...

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  • Soft foundation treatment method based on combination of two-time precipitation and dynamic consolidation
  • Soft foundation treatment method based on combination of two-time precipitation and dynamic consolidation
  • Soft foundation treatment method based on combination of two-time precipitation and dynamic consolidation

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Embodiment Construction

[0032] The present invention will be further described below in conjunction with accompanying drawing and example.

[0033] Secondary precipitation combined with dynamic consolidation soft foundation treatment method, the construction steps of this foundation treatment method are as follows figure 1 As shown, firstly carry out survey and setting out to determine the scope of the construction area and the position of the tube well; then excavate drainage ditches to cut off the diving outside the construction area from entering the construction area; then construct the shallow tube well and carry out a dewatering; , to consolidate the soil, squeeze the water into the shallow tube well and pump it out; then carry out the vacuum tube well construction, and carry out the second precipitation; then the medium and high energy compaction, accelerate the discharge of pore water in the soil, and accelerate the re-consolidation of the soil; finally Use low-energy full ramming to compact ...

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Abstract

The invention discloses a soft foundation treatment method based on combination of two-time precipitation and dynamic consolidation. The soft foundation treatment method comprises following construction steps shown as figure 1: firstly, measuring and setting-out are performed, and a construction area range and a position of a tube well are determined; a drainage ditch is excavated to isolate phreatic water outside the construction area from entering the construction area; a shallow tube well is constructed, and primary precipitation is performed; medium-low energy dynamic compaction is executed, soil mass is consolidated, and phreatic water is extruded to the shallow tube well and pumped out; and vacuum tube well construction and secondary precipitation are performed; medium-high energy dynamic compaction is executed, drainage of pore water in soil mass is accelerated, and reconsolidation of the soil mass is accelerated; finally, low-energy full compaction is adopted to compact soil mass on the surface, the field is leveled, and detection is performed after a rest period.

Description

technical field [0001] The invention specifically relates to a construction method for secondary precipitation combined with dynamic consolidation, and belongs to the technical field of geotechnical engineering design and construction. Background technique [0002] There are many traditional methods for soft foundation treatment. The usual methods are drainage consolidation and dynamic consolidation. The main difficulty in soft foundation treatment is to drain the water in the soil. The drainage system is an important means. The water in the soil is divided into phreatic water and pore water. If the pore water has no pressure difference and no pressurization system, it is difficult to shoot out the water and the soil is also difficult to reinforce. Secondary drainage of the water in the soil can speed up the discharge of phreatic water and pore water in the soil, and applying power in stages can shorten the construction period, reduce costs and improve efficiency. Content...

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Application Information

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IPC IPC(8): E02D3/10E02D19/10
CPCE02D3/10E02D19/10
Inventor 程月红刘智东张孝峰朱建
Owner ZHONGYIFENG CONSTR GRP
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