“…Relationship between M and temperature 温度对土体的屈服特性有着显著影响, 屈服应 力随温度升高表 现出降低的趋势, 形成"热软化"现 象 [20][21][22][23][24][25] . 在等塑性体积应变条件下, Cui 等 [13] 提出了 屈服应力与温度 T 的指数函数关系式, 可表示为:…”
“…Relationship between M and temperature 温度对土体的屈服特性有着显著影响, 屈服应 力随温度升高表现出降低的趋势, 形成"热软化"现 象 [20][21][22][23][24][25] . 在等塑性体积应变条件下, Cui 等 [13] 提出了 屈服应力与温度 T 的指数函数关系式, 可表示为:…”
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