In the previous study on additional stress in soil of ground always, soil is apt to be assumed as an elastic continuous medium.
地基土体中，附加应力的研究一直建立在弹性连续介质假设的基础上。
Cutting through the shallow area of soil to reduce soil support, increased shallow soil in the additional stress of the method to force the basis of the settlement.
通过浅层掏土减少地基土支承面积，加大基底土中的附加应力的方法迫使基础沉降。
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