Paper:
Soil-Adaptive Autonomous Excavation: Bulking Factor-Based Soil Density Estimation and Excavation Path Optimization with a Genetic Algorithm
Ryosuke Yajima*1, Shinya Katsuma*1, Shunsuke Hamasaki*2, Pang-jo Chun*1
, Keiji Nagatani*1,*3
, Genki Yamauchi*4
, Takeshi Hashimoto*4
, Atsushi Yamashita*5
, and Hajime Asama*6

*1Graduate School of Engineering, The University of Tokyo
7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan
*2Faculty of Science and Engineering, Chuo University
1-13-27 Kasuga, Bunkyo-ku, Tokyo 112-8551, Japan
*3Faculty of Systems and Information Engineering, University of Tsukuba
1-1-1 Tennodai, Tsukuba, Ibaraki 305-8577, Japan
*4Public Works Research Institute
1-6 Minamihara, Tsukuba, Ibaraki 305-8516, Japan
*5Graduate School of Frontier Sciences, The University of Tokyo
5-1-5 Kashiwanoha, Kashiwa, Chiba 277-8561, Japan
*6Tokyo College, Institutes for Advanced Study, The University of Tokyo
7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan
In this study, we present a novel autonomous excavation method that achieves high efficiency under varying soil conditions. This method consists of two main steps, including first estimating the density of the soil and then generating an optimal excavation path based on the estimated density. The proposed method estimates soil density by taking advantage of the bulking phenomenon, which refers to an increase in the volume of excavated soil. This estimation relies solely on 3D point-cloud data obtained before and after excavation. Using the estimated soil density, an optimal excavation path is generated by applying a genetic algorithm in a physics simulator that replicates both the hydraulic excavator and the target ground. The algorithm explores a range of paths over multiple generations to find one that maximizes efficiency. The effectiveness of the proposed method was verified through simulations and field experiments. In particular, field experiments conducted in soft soil showed that the proposed method improved excavation efficiency by 27.7% compared with a baseline method using fixed parameters.
Autonomous excavation planning method
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