Bycomparing theoretical contour patterns with experimental ones, the slip-line-field solution can be examined.
将理论与实验的等值线图作比较，可从速度场方面检验滑移线场解。
The paper analyzes the limited load of wedge by unified strength theory, finds its solution in slip line and discusses its application in geotechnical engineering.
采用统一强度理论对楔体进行了极限分析，得到了极限荷载的滑移线解，并讨论了其在岩土工程中的应用。
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