不同含水量土质边坡破坏机理离心模型试验表明，土质边坡破坏存在两种形式，整体滑坍破坏和拉裂破坏。
The centrifugal model test for slope damage mechanism with different water contents indicates two types of damage, namely whole body slide and tensile rupture.
试验结果表明，对一定土质及含水量的冻土，其应力-应变性状主要取决于应变率及温度。
The test results show that for a certain type of soil its stress-strain behaviour mainly depends upon strain rate and temperature.
针对黄河大堤典型土质开展了三轴抗拉试验研究，得出了许多有益成果，并就具体应用方法进行了探讨。
Through study on triaxial tensile test of soil from the dike of Yellow River, a lot of beneficial results are achieved.
应用推荐