This kind of dynamic effect is caused by elastic rocky impulse and peak-residual strength drop on reverse slope of stratified rocks while the locked-up segment of slope rockmass is sharply cut off.
英
美
- 運用斷裂力學(xué)和彈性力學(xué)的原理和方法，提出并分析了逆向層狀巖體斜坡鎖固段突然剪斷時(shí)出現的“臨床彈沖-峰殘強降”復合加速動(dòng)力學(xué)效應，推導出二維應力狀態(tài)下高速巖質(zhì)滑坡啟程速度計算公式。
