通过MATLAB编制简单程计算，得出挡土墙被动土压力上限解。
With the help of MATLAB programming calculation, we obtained the upper-bound solution of passive earth pressure of retaining wall.
实践表明，以无源微地震测试结果为基础的拟泊松比法确定的注水压力上限能够较好地适应油田开发的需要。
Practices have proved that the upper injection pressure limit, determined with pseudopaisson's ratio method, based on passive microseismogram is suitable for oilfield development.
第二个值是内存压力模式开始对缓冲区使用应用压力的上限。
The second value is the threshold for a memory pressure mode to begin to apply pressure to buffer usage.
应用推荐