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Method for analyzing transcritical plane stability of bucket foundation
The invention discloses a method for analyzing transcritical surface stability of a bucket foundation. The method comprises the following steps: step 1, collecting basic size parameters of the bucket foundation; step 2, establishing a three-dimensional geometric model of the bucket foundation; 3, calculating inherent structural characteristic parameters of the bucket foundation in a transcritical plane state through the three-dimensional geometric model of the bucket foundation; 4, calculating the initial stability height of the current bucket foundation in a transcritical plane state according to the inherent structural characteristic parameters of the bucket foundation; according to the initial stability height, whether the bucket foundation meets the stability requirement in the transcritical plane state or not is judged; and 6, the step 3 to the step 5 are repeated till the initial stability height of the bucket foundation in the transcritical plane state meets the stability requirement, and then the optimal design size, meeting the stability requirement of the bucket foundation in the transcritical plane state, of the bucket foundation is obtained. The method can evaluate the feasibility of the air floatation transportation and positioning process of the bucket type foundation, thereby ensuring the safety and feasibility of the installation and construction of the bucket type foundation.
本发明公开了一种桶式基础跨临界面稳定性的分析方法,包括:步骤一,采集桶式基础的基本尺寸参数;步骤二,建立桶式基础的三维几何模型;步骤三,通过桶式基础的三维几何模型计算桶式基础在跨临界面状态下的固有结构特性参数;步骤四,根据桶式基础的固有结构特性参数计算当前的桶式基础在跨临界面状态下的初稳性高度;根据初稳性高度判断桶式基础在跨临界面状态下是否满足稳定性要求;步骤六,重复步骤三至步骤五,直到桶式基础在跨临界面状态下的初稳性高度满足稳定性要求,进而得到满足桶式基础在跨临界面状态下稳定性要求的桶式基础的最佳设计尺寸。本发明能评价桶式基础气浮运输和定位工艺的可行性,从而保证桶式基础的安装施工安全可行。
Method for analyzing transcritical plane stability of bucket foundation
The invention discloses a method for analyzing transcritical surface stability of a bucket foundation. The method comprises the following steps: step 1, collecting basic size parameters of the bucket foundation; step 2, establishing a three-dimensional geometric model of the bucket foundation; 3, calculating inherent structural characteristic parameters of the bucket foundation in a transcritical plane state through the three-dimensional geometric model of the bucket foundation; 4, calculating the initial stability height of the current bucket foundation in a transcritical plane state according to the inherent structural characteristic parameters of the bucket foundation; according to the initial stability height, whether the bucket foundation meets the stability requirement in the transcritical plane state or not is judged; and 6, the step 3 to the step 5 are repeated till the initial stability height of the bucket foundation in the transcritical plane state meets the stability requirement, and then the optimal design size, meeting the stability requirement of the bucket foundation in the transcritical plane state, of the bucket foundation is obtained. The method can evaluate the feasibility of the air floatation transportation and positioning process of the bucket type foundation, thereby ensuring the safety and feasibility of the installation and construction of the bucket type foundation.
本发明公开了一种桶式基础跨临界面稳定性的分析方法,包括:步骤一,采集桶式基础的基本尺寸参数;步骤二,建立桶式基础的三维几何模型;步骤三,通过桶式基础的三维几何模型计算桶式基础在跨临界面状态下的固有结构特性参数;步骤四,根据桶式基础的固有结构特性参数计算当前的桶式基础在跨临界面状态下的初稳性高度;根据初稳性高度判断桶式基础在跨临界面状态下是否满足稳定性要求;步骤六,重复步骤三至步骤五,直到桶式基础在跨临界面状态下的初稳性高度满足稳定性要求,进而得到满足桶式基础在跨临界面状态下稳定性要求的桶式基础的最佳设计尺寸。本发明能评价桶式基础气浮运输和定位工艺的可行性,从而保证桶式基础的安装施工安全可行。
Method for analyzing transcritical plane stability of bucket foundation
一种桶式基础跨临界面稳定性的分析方法
LI SEN (Autor:in) / MIAO YANSUI (Autor:in) / QIU SONG (Autor:in) / FU KUN (Autor:in) / FU YIFAN (Autor:in) / XU MINGXIAN (Autor:in) / WANG WEIXIA (Autor:in) / HUANG CUNDONG (Autor:in) / ZHU HUI (Autor:in) / SHAO LIANG (Autor:in)
24.05.2024
Patent
Elektronische Ressource
Chinesisch
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