Suggestion on the limiting value of web width-thickness ratio is formulated to guarantee its stability in this situation.
建议的腹板宽厚比限值就是为保证在这种情况下的稳定性而给出的。
When the soil stress reached the limiting value, the plastic deformation appeared in the soil and the sliding element was acted under the limiting force and plastic sliding occurred at the same time.
当土体应力达到极限抗力时,土体发生塑性变形,滑块承受极限抗力并发生塑性滑动。
So you get the zero limiting value for the heat capacity, and the energy itself is also zero.
所以热容的极限值是零,能量本身也是零。
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