GEP-based predictive modeling of deformational behavior of circular tunnels excavated in soft soils

被引：0
|
作者：
Khashab, Ghafar Nejati [1 ]
Rahgozar, Mohammad Ali [2 ]
Zafarani, Mohammad Mehdi [1 ]
Salemi, Niloufar [1 ]
机构：
[1] Department of Civil Engineering, Isfahan (Khorasgan) Branch, Islamic Azad University, Isfahan, Iran
[2] Department of Civil Engineering and Transportation, University of Isfahan, Isfahan, Iran
来源：
Geomechanics and Engineering | 2024年 / 39卷 / 02期
关键词：
Compendex;
D O I：
10.12989/gae.2024.39.2.115
中图分类号：
学科分类号：
摘要：
Shear strength
引用
收藏
页码：115 / 129
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