Saline soil area combined drain system and forced ramming foundation treating method thereof

A drainage system and saline soil technology, applied in soil protection, infrastructure engineering, construction, etc., can solve the problems of poor saline soil treatment effect, insignificant improvement of foundation bearing capacity, long construction period, etc., saving foundation Treatment cost, improvement of foundation bearing capacity and modulus, and effect of shortening foundation treatment period

Active Publication Date: 2010-06-02
JIAN YAN FOUND ENG
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Problems solved by technology

[0005] Aiming at the limitations of conventional dynamic compaction in treating saline soil, in order to overcome the disadvantages of existing conventional dynamic compaction in the treatment of saline soil in salt lake areas, the present invention provides a combined drainage system for saline soil areas and its dynamic compaction foundation Treatment method, the method is referred to as DCD (Dynamic compaction, Combined, Drainage) dynamic compaction method, to solve the technical problems that the bearing capacity of the foundation after foundation treatment is not significantly improved, but the cost is expensive and the construction period is long

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  • Saline soil area combined drain system and forced ramming foundation treating method thereof
  • Saline soil area combined drain system and forced ramming foundation treating method thereof
  • Saline soil area combined drain system and forced ramming foundation treating method thereof

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Embodiment Construction

[0032] Examples see Figure 7 As shown, this combined drainage system in saline soil area is composed of plastic drainage belt 1 arranged longitudinally in the foundation soil and sand and gravel drainage cushion 2 on the surface of the foundation soil to form a vertical and horizontal drainage channel, and the upper end of the drainage channel in a local area merges into a A ramming pit 4, a drainage pump 7 is arranged in the ramming pit, and the drainage pump 7 is connected with a drainage pipe 8.

[0033] This method of combined drainage and dynamic compaction foundation treatment in saline soil areas, in which plastic drainage boards are installed in the treatment area according to the design requirements, is characterized in that the construction steps are as follows:

[0034] see figure 1 , figure 2 , Step 1. According to the design requirements and construction parameters, construct the plastic drainage belt 1. The plastic drainage belt 1 passes through the casing an...

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Abstract

The invention relates to a combined drainage system in a saline oil region and a method for treating the strongly tamping foundation. The method comprises the following steps: firstly, plastic drainage strips are constructed in a treatment region, then a dinas drainage undercourse is paved on the position of the surface of the treatment region coated with each drainage strip; the plastic drainagestrips and the dinas drainage undercourses are combined to form a passage for dredging and discharging groundwater; points are distributed on the dinas drainage undercourses and strongly tamped by a tamping hammer; a tamping pit is formed in each strongly tamping position; after the groundwater in the foundation flows into each plastic drainage strip, flows to the dinas drainage undercourse by theplastic drainage strips and are collected in the tamping pits by the dinas drainage undercourses; the groundwater collected in the tamping pits is pumped and discharged to the outside of a construction field; and finally, the tamping pits are backfilled and leveled. The combined system and the method can substantially improve the bearing capacity of the foundation and the modulus, meet the requirements of constructing various buildings in the saline oil region, save the expenses of foundation treatment and shorten the construction period of the foundation treatment.

Description

technical field [0001] The invention relates to a foundation drainage system and a foundation treatment method thereof, in particular to a foundation treatment method in saline soil areas. Background technique [0002] Qaidam Salt Lake is a natural resource in Qinghai Province and an important mineral resource in the western development strategy. The soil in the salt lake area is saline soil, and its natural foundation strength is low, and the superstructure can only be carried out after treatment. Due to the high groundwater level in the salt lake area, about 1m below the surface, and almost all brine with saturated salt content, rich in a large amount of minerals, there are serious corrosion problems. None of these methods can be used. For many years, the local area can only use various sandstone pile composite foundations for foundation treatment. However, because the reinforcement mechanism of the sand-stone pile composite foundation is not suitable for the stratum con...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D3/046E02D3/10
Inventor 杨军王玉祥彭芝平陈耀光连镇营
Owner JIAN YAN FOUND ENG
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