And the foundation settlement is calculated by soil compression modulus, using layer dividing summation method.
地基的沉降变形依据不同地基土的压缩模量，采用分层总和法来确定。
The bonding performance can be modified by use of soil binder and enhanced soil compression strength was achieved.
利用土壤粘合剂对土壤进行粘结，以改善土壤的粘结性能，达到提高土壤压缩强度的效果；
As for the structural strength, the judgement to the state of soil compression, which based on the OCR is more consistent with the fact.
由于考虑了土的结构强度，对结构性土根据超固结比(ocr)对土的压密状态的判断与实际结果更加相符。
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