For the deformation problem of deep foundation, the particularity of bottom soil stress was pointed out and the deformation considering upheaval and consolidation of soil was studied.

 
  • 在埋深基礎的變形方面指出開(kāi)挖卸荷引起的應力計算方法的特殊性,并提出考慮回彈和固結的基礎沉降計算方法。
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