A general analytical method to calculate the passive rigid retaining wall pressure was deduced considering all displacement modes. First, the general displacement mode function was setup, then the hypotheses were made...A general analytical method to calculate the passive rigid retaining wall pressure was deduced considering all displacement modes. First, the general displacement mode function was setup, then the hypotheses were made that the lateral passive pressure is linear to the corresponding horizontal displacement and the soil behind retaining wall is composed of a set of springs and ideal rigid plasticity body, the general analytical method was proposed to calculate the passive rigid retaining wall pressure based on Coulomb theory. The analytical results show that the resultant forces of the passive earth pressure are equal to those of Coulomb's theory, but the distribution of the passive pressure and the position of the resultant force depend on the passive displacement mode parameter, and the former is a parabolic function of the soil depth. The analytical results are also in good agreement with the experimental ones.展开更多
针对钢铁企业板坯库的板坯倒垛问题,与以往的研究不同,考虑了在倒垛过程中压在目标板坯上的障碍板坯可以不倒回原垛位的作业模式.提出采用板坯在板坯库中的移动次数来衡量板坯库的作业负荷,建立了以移动次数为优化目标的整数规划模型....针对钢铁企业板坯库的板坯倒垛问题,与以往的研究不同,考虑了在倒垛过程中压在目标板坯上的障碍板坯可以不倒回原垛位的作业模式.提出采用板坯在板坯库中的移动次数来衡量板坯库的作业负荷,建立了以移动次数为优化目标的整数规划模型.在对模型的求解中设计了基于概率模型进化的分布估计算法(estimation of distribution algorithm,EDA)来确定轧制单元对应的板坯,采用基于辐射邻域的启发式算法为障碍板坯寻找最佳的落位位置.通过不同规模的数据实验,探讨了参数对算法性能的影响,确定了有效的参数组合.并与当前常用的改进遗传算法、单亲遗传算法进行对比,验证了所提算法的有效性和鲁棒性.展开更多
基金Project (201012200094) supported by the Freedom Exploration Program of Central South University of ChinaProject (20090461022) supported by the China Postdoctoral Science FoundationProject (2010ZJ05) supported by the Science and Technology supporting Program of Xinjiang Production and Construction Corps in China
文摘A general analytical method to calculate the passive rigid retaining wall pressure was deduced considering all displacement modes. First, the general displacement mode function was setup, then the hypotheses were made that the lateral passive pressure is linear to the corresponding horizontal displacement and the soil behind retaining wall is composed of a set of springs and ideal rigid plasticity body, the general analytical method was proposed to calculate the passive rigid retaining wall pressure based on Coulomb theory. The analytical results show that the resultant forces of the passive earth pressure are equal to those of Coulomb's theory, but the distribution of the passive pressure and the position of the resultant force depend on the passive displacement mode parameter, and the former is a parabolic function of the soil depth. The analytical results are also in good agreement with the experimental ones.
文摘针对钢铁企业板坯库的板坯倒垛问题,与以往的研究不同,考虑了在倒垛过程中压在目标板坯上的障碍板坯可以不倒回原垛位的作业模式.提出采用板坯在板坯库中的移动次数来衡量板坯库的作业负荷,建立了以移动次数为优化目标的整数规划模型.在对模型的求解中设计了基于概率模型进化的分布估计算法(estimation of distribution algorithm,EDA)来确定轧制单元对应的板坯,采用基于辐射邻域的启发式算法为障碍板坯寻找最佳的落位位置.通过不同规模的数据实验,探讨了参数对算法性能的影响,确定了有效的参数组合.并与当前常用的改进遗传算法、单亲遗传算法进行对比,验证了所提算法的有效性和鲁棒性.