According to the engineering geology conditions, the stability of an expressways high-steep cutting slope is estimated and classified to an integral-sliding unstable slope.
根据边坡实况及所处工程地质环境，将某高速公路高陡路堑边坡评定为整体滑移型失稳边坡。
According to the engineering geology conditions, the stability of an expressways high-steep cutting slope is estimated and classified to an integral-sliding unstable slope.
根据边坡实况及所处工程地质环境，将某高速公路高陡路堑边坡评定为整体滑移型失稳边坡。
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