| Autor: |
Lin Huang, Fengyin Liu, Thi Thuy Hoa Phan, Van Huong Dong |
| Předmět: |
|
| Zdroj: |
Nature Environment & Pollution Technology; 2019 Special issue, Vol. 18 Issue 5, p1515-1520, 6p |
| Abstrakt: |
To change the design complexity of the conventional pile anchored bolt retaining wall, a method based on genetic algorithm was proposed to optimize the design of the retaining wall of the soil slope. According to the basic principle of genetic algorithm, a mathematical model for the optimization of double fulcrum pile anchor retaining wall was established. Taking the comprehensive cost per meter of anchor retaining wall as objective function, various strength and structural requirements of pile-anchor retaining wall were taken as constraints. Through the engineering example analysis, it was proved that the genetic algorithm can better solve the partial solution problem of traditional optimization. The design results show that this method can not only optimize the design variables intelligently, but also get a safe, reliable and costeffective design. It is concluded that the slope reinforcement method based on data mining algorithm has some guiding significance for the optimization design of the whole bolt support structure. [ABSTRACT FROM AUTHOR] |
| Databáze: |
Complementary Index |
| Externí odkaz: |
|
