1.The method simplifies the procedure of the trial function choice, and could be used in numerical calculation in geotechnique engineering.
该方法简化了试函数的选择,适用于岩土工程中的各种数值计算。
2.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.