The friction factor obtained from the regression analyses of the peak strength, residual strength and confining pressure are roughly equal and the cohesion is reduced by 54.4%.
峰值强度、残余强度与围压回归得到的摩擦系数大致相当，黏聚力则减低54.4%。
Passenger soft land area of embankment design, strength is no longer the controlling factor, the key is to control the residual settlement.
进行软土地区客运专线路堤设计，强度已不再是控制因素，关键是要控制工后沉降。
Passenger soft land area of embankment design, strength is no longer the controlling factor, the key is to control the residual settlement.
进行软土地区客运专线路堤设计，强度已不再是控制因素，关键是要控制工后沉降。
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