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某电厂大型蓄水池地基承载力不足、回填土主动(被动)土压力不足,池壁发生转动。通过在外侧底板末端地基设置高压旋喷桩,补偿地基承载力。
The bearing capacity of the foundation of a large-scale reservoir in a power plant is not sufficient. The pressure of the active (passive) earth in the backfill is insufficient, and the wall of the reservoir is rotated. The foundation bearing capacity is compensated by setting a high pressure rotary jet grouting pile at the end of the outer bottom plate.