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Determination method of solidified soil anti-scouring structure for single-pile foundation
The invention discloses a method for determining a solidified soil anti-scouring structure for a single pile foundation. The method comprises the steps that firstly, the fluctuation and ebb tide time and the flow velocity change rule within 7 days of the construction period are determined; step 2, proportioning the solidified soil on site and carrying out an anti-scouring test to obtain a curve of the change of the anti-scouring critical flow velocity of the solidified soil along with the mixing amount of the curing agent in different states; 3, determining the strength and proportion of the solidified soil according to the construction period flow velocity and the use period flow velocity; 4, the sensitivity of the single-pile foundation to scouring is judged in combination with the geological conditions and the scouring evolution condition; 5, determining an existing scour range for the foundation with the scour phenomenon on the periphery; for the foundation which is not scoured, the solidified soil protection range is calculated and determined; step 6, determining main process equipment; 7, evaluating the anti-scouring structure through a mathematical model test or a physical model test; and 8, finally obtaining the optimized solidified soil anti-scouring structure. According to the invention, a safe and economic balanced optimization scheme can be obtained.
本发明公开了一种用于单桩基础的固化土防冲刷结构的确定方法,包括:步骤一,确定施工期7天内涨落潮时间和流速变化规律;步骤二,现场进行固化土配比并进行抗冲刷试验,得到不同状态下固化土抗冲刷临界流速随固化剂掺量变化曲线;步骤三,根据施工期流速和使用期流速确定固化土强度及配比;步骤四,结合地质条件和冲刷演变情况,判断单桩基础对冲刷的敏感性;步骤五,对周边已出现冲刷现象的基础,确定已有冲刷范围;对于未出现冲刷的基础,计算确定固化土防护范围;步骤六,确定主要工艺装备;步骤七,通过数学模型试验或物理模型试验对防冲刷结构进行评估;步骤八,最终得到优化的固化土防冲刷结构。本发明能得到安全与经济均衡的优化方案。
Determination method of solidified soil anti-scouring structure for single-pile foundation
The invention discloses a method for determining a solidified soil anti-scouring structure for a single pile foundation. The method comprises the steps that firstly, the fluctuation and ebb tide time and the flow velocity change rule within 7 days of the construction period are determined; step 2, proportioning the solidified soil on site and carrying out an anti-scouring test to obtain a curve of the change of the anti-scouring critical flow velocity of the solidified soil along with the mixing amount of the curing agent in different states; 3, determining the strength and proportion of the solidified soil according to the construction period flow velocity and the use period flow velocity; 4, the sensitivity of the single-pile foundation to scouring is judged in combination with the geological conditions and the scouring evolution condition; 5, determining an existing scour range for the foundation with the scour phenomenon on the periphery; for the foundation which is not scoured, the solidified soil protection range is calculated and determined; step 6, determining main process equipment; 7, evaluating the anti-scouring structure through a mathematical model test or a physical model test; and 8, finally obtaining the optimized solidified soil anti-scouring structure. According to the invention, a safe and economic balanced optimization scheme can be obtained.
本发明公开了一种用于单桩基础的固化土防冲刷结构的确定方法,包括:步骤一,确定施工期7天内涨落潮时间和流速变化规律;步骤二,现场进行固化土配比并进行抗冲刷试验,得到不同状态下固化土抗冲刷临界流速随固化剂掺量变化曲线;步骤三,根据施工期流速和使用期流速确定固化土强度及配比;步骤四,结合地质条件和冲刷演变情况,判断单桩基础对冲刷的敏感性;步骤五,对周边已出现冲刷现象的基础,确定已有冲刷范围;对于未出现冲刷的基础,计算确定固化土防护范围;步骤六,确定主要工艺装备;步骤七,通过数学模型试验或物理模型试验对防冲刷结构进行评估;步骤八,最终得到优化的固化土防冲刷结构。本发明能得到安全与经济均衡的优化方案。
Determination method of solidified soil anti-scouring structure for single-pile foundation
一种用于单桩基础的固化土防冲刷结构的确定方法
01.11.2024
Patent
Elektronische Ressource
Chinesisch
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