The method simplifies the procedure of the trial function choice, and could be used in numerical calculation in geotechnique engineering.
该方法简化了试函的选择，适用于岩土工程中的值计算。
A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.
的选择，适用于岩土工程中的
-地基模型进
弹性分析，结果表明该方法有效
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