The principle of a new static loading test method for weak rock masses, a method of borehole elastic modulus gauge, is described.
介绍了在软弱岩体中静荷载测试中钻孔弹模计法的原理和方法,并将该法运用到现场,得到了软弱岩体的压力变形的两种特殊形式。
A quasi static approach is presented for ductile tearing test of double cantilever beam specimen by using the model of elastic beam on elaso plastic foundation.
对典型结构钢的双悬臂梁试件的中低速韧性撕裂的实验进行了准静态模拟。
The dynamic test, based on the theory of elastic wave propagation, is much easier than the static test due to the light equipment, flexible methodology, and smaller expense.
基于波动理论的动力学测试方法设备轻便、实施灵活、成本较小,因此岩土体动力学参数的获得往往要容易得多。
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