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深基坑排桩支护计算时考虑桩间土摩擦阻力,可减少桩在基坑底的锚固深度及桩的弯矩,大量节省工程量,降低工程造价。
Considering the soil friction resistance between piles in deep foundation pit piles, the anchorage depth and pile bending moment of piles at the bottom of foundation pits can be reduced, a large amount of project volume can be saved, and the project cost can be reduced.