Based on that, the parameters of SSC model were gained and validated by field monitoring deformations in some excavation engineering at Nanjing.

 
  • 以此為基礎,再根據南京某基坑工程現場(chǎng)變形監測結果,由反分析獲取SSC模型參數,并對模型參數進(jìn)行驗證。
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