路基
旋转(数学)
工程类
理论(学习稳定性)
波传播
校长(计算机安全)
计算机科学
联动装置(软件)
压力(语言学)
动力学(音乐)
工作(物理)
伺服
系统动力学
动应力
变形(气象学)
模拟
车辆动力学
有限元法
控制工程
结构工程
随机建模
转化(遗传学)
钥匙(锁)
数学模型
补偿(心理学)
自由度(物理和化学)
作者
Zhenhao Bao,Xinzhuang Cui,Tiancai Cao,Qing Jin,Yefeng Du,Jianwen Hao,Xiangyang Li,Xiaoning Zhang
标识
DOI:10.1142/s0219455427501045
摘要
To address the complex wave propagation and soil-structure interaction mechanisms induced by increased traffic loads in modern highways, this study develops a novel multi-actuator dynamics platform for experimental simulation of three-dimensional dynamic responses in subgrade. The design principles and structural components of the platform are detailed based on the three-dimensional dynamic response of soil elements under moving vehicular loads. The platform innovatively integrates a fully digital servo control system with a synchronized seven-actuator linkage mechanism, enabling high-fidelity reproduction of moving vehicular loads and resultant principal stress axis rotation in soil elements. A physical model measuring [Formula: see text] ([Formula: see text]) was constructed in the laboratory, following actual engineering standards. Validation through in-situ measurements demonstrates that the platform accurately replicates key dynamic phenomena: actual three-dimensional stress wave propagation across subgrade soil, and principal stress axis rotation of subgrade soil element under cyclic traffic loading. This work establishes a pioneering methodology for analyzing transport infrastructure stability mechanisms, providing critical insights into long-term performance prediction of complex systems subject to stochastic dynamic loads.
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