The boundary value problem of elasticity equation is very important in both theoretical field and engineering techniques.

弹性方程的边值问题，无论是在理论上，还是在工程技术上都是很重要的问题。

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Finally, the examples of engineering show that the calculated values are well accorded with the results of the tests, and the elasticity sheet theory method involves the spatial effect and pr.

最后通过工程实例进行了比较分析，结果表明计算值与实测值较为吻合，弹性薄板理论法能考虑空间作用的影响，可为地下连续墙的设计施工提供理论依据。

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The local natural element method(LNEM) which can be used in the automatic analysis of geotechnical engineering problems is implemented for solving the elasticity problem.

提出了一种能够用于实际岩土及地下工程全自动分析计算的数值计算新方法——局部自然单元法。

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