Prevention method for soft soil foundation settlement caused by open caisson manufacturing
A technology for soft ground and caissons, applied in caissons, infrastructure engineering, construction, etc., can solve problems such as sudden subsidence or inclination of caissons, hidden dangers of engineering safety and construction quality, etc., to avoid safety hazards, wide application range, Easy to apply effects
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Embodiment 1
[0031] Such as figure 1 with 2 As shown, a method for preventing and controlling soft soil foundation settlement caused by caisson manufacturing is characterized in that: comprising the following steps:
[0032] (a) Increase the frictional resistance of caisson 1 wall;
[0033] (b) The construction of the top structure of caisson 1 is postponed. After the shell of caisson 1 sinks and stabilizes, the construction of the top structure of caisson 1 will be completed together according to the measured elevation;
[0034] (c) Enlarging the bottom area of the caisson 1 and increasing the width of the annular blade foot 4;
[0035] (d) Add a cross beam 2 at the bottom of the caisson 1 to prevent damage to the edge of the caisson 1 due to uneven stress during the sinking process.
[0036] In the step (a), in the process of making the caisson 1, in order to increase the frictional resistance of the caisson 1 wall, the earthwork can be excavated to -5m and then start to make the caiss
specific Embodiment approach
[0042] (1) Obtain the soil layer distribution and bearing capacity of the area where the caisson is located through the geological survey report; according to the characteristic value of the bearing capacity of each soil layer, judge the stability of the caisson during fabrication; if the stability cannot be maintained, take the following measures;
[0043] (2) Take technical measures to increase the friction resistance of the caisson wall. During the production process, the earthwork can be excavated to -5m and then the caisson will be made. After the caisson wall height exceeds 5m, the earthwork layering will be carried out on the outside of the caisson. backfill compaction;
[0044] (3) Delay the construction of the top structure of caisson 1; taking the swirl pool as an example, in order to meet the elevation control requirements and achieve the purpose of reducing the self-weight, the construction of the upper 3m of the outer wall of the swirl sedimentation tank can be postpo
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