在风积砂地层修建隧道,由于开挖扰动后围岩完全变为松散体,无自稳能力,故施工难度大。
Tunneling in wind stockpiling fine sand is very difficult, since the sand undermined will become very loose and incapable of self-consolidating.
在风积砂地层修建隧道,由于开挖扰动后围岩完全变为松散体,无自稳能力,故施工难度大。
Tunneling in wind stockpiling fine sand is very difficult, since the sand undermined will become very loose and incapable of self-consolidating.
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