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。
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。
In the previous study on additional stress in soil of ground always, soil is apt to be assumed as an elastic continuous medium.
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