Through analysis,it is known that main factors to control deformation modulus of no clay weak interbed are its material composition and geological environment (geostress).

 
  • 分析表明,控制無(wú)泥型軟弱層帶變形模量的主要因素是其粒度成分和所賦存的地質(zhì)環(huán)境條件。
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