A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Partition research method and device for soil slope sliding area
The invention relates to the technical field of slope monitoring, in particular to a partition research method for a soil slope sliding area, which comprises the following steps: acquiring stress parameters of each soil body unit in an initial sliding partition; obtaining the maximum principal stress direction angle of the soil body unit according to the stress parameter of each soil body unit; and performing optimization partitioning on the initial sliding region according to the maximum principal stress direction angle. And obtaining a maximum principal stress direction angle according to the stress parameters of each soil body unit in the initial sliding partition, and performing concentrated partition on the soil body units according to the maximum principal stress direction angle. Thus, in the process of carrying out zoning research on the slope, zoning of the sliding area is further optimized, the accuracy of the zoning range is improved, errors in subsequent slope local deformation analysis are reduced, and thus the accuracy of slope monitoring is improved.
本发明涉及边坡监测技术领域，具体涉及一种针对土质边坡滑动区域的分区研究方法，包括：获取初始滑动分区内各土体单元的应力参数；根据各土体单元的应力参数获取土体单元的最大主应力方向角；根据最大主应力方向角对初始滑动区域进行优化分区。根据初始滑动分区内各土体单元的应力参数获取最大主应力方向角，对土体单元依据最大主应力方向角进行集中分区。这样，在对边坡进行分区研究的过程中，对滑动区域进一步优化分区，提高了分区范围的准确性，减少了后续针对边坡局部变形分析时的误差，从而提高了边坡监测的准确性。
Partition research method and device for soil slope sliding area
The invention relates to the technical field of slope monitoring, in particular to a partition research method for a soil slope sliding area, which comprises the following steps: acquiring stress parameters of each soil body unit in an initial sliding partition; obtaining the maximum principal stress direction angle of the soil body unit according to the stress parameter of each soil body unit; and performing optimization partitioning on the initial sliding region according to the maximum principal stress direction angle. And obtaining a maximum principal stress direction angle according to the stress parameters of each soil body unit in the initial sliding partition, and performing concentrated partition on the soil body units according to the maximum principal stress direction angle. Thus, in the process of carrying out zoning research on the slope, zoning of the sliding area is further optimized, the accuracy of the zoning range is improved, errors in subsequent slope local deformation analysis are reduced, and thus the accuracy of slope monitoring is improved.
本发明涉及边坡监测技术领域，具体涉及一种针对土质边坡滑动区域的分区研究方法，包括：获取初始滑动分区内各土体单元的应力参数；根据各土体单元的应力参数获取土体单元的最大主应力方向角；根据最大主应力方向角对初始滑动区域进行优化分区。根据初始滑动分区内各土体单元的应力参数获取最大主应力方向角，对土体单元依据最大主应力方向角进行集中分区。这样，在对边坡进行分区研究的过程中，对滑动区域进一步优化分区，提高了分区范围的准确性，减少了后续针对边坡局部变形分析时的误差，从而提高了边坡监测的准确性。
Partition research method and device for soil slope sliding area
针对土质边坡滑动区域的分区研究方法及装置
YAN ZONGLING (author) / TAN LING (author) / HUANG HE (author) / YANG GUANGQING (author) / XU FENG (author) / MAO YOUPING (author) / WEN HUIBO (author)
2023-12-29
Patent
Electronic Resource
Chinese
| European Patent Office | 2022