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Pile arrangement optimization design method in composite foundation
The method comprises the steps that data investigation is conducted on the composite foundation, an investigation result of the composite foundation is obtained, the pile diameter and the pile length of the composite foundation are determined according to the investigation result, and a vertical bearing capacity characteristic value corresponding to each single pile is obtained; the composite foundation bearing capacity of the composite foundation is established according to the vertical bearing capacity characteristic value corresponding to each single pile, when the vertical bearing capacity characteristic value or the composite foundation bearing capacity is abnormal, the pile diameter of the composite foundation is adjusted, and the pile arrangement scheme is optimized and adjusted, so that when the composite foundation is selected for soft soil foundation treatment, the pile diameter of the composite foundation is adjusted, and the soft soil foundation treatment efficiency is improved. The economic benefit is more obvious.
本发明提供了一种复合地基中布桩优化设计方法包括:对复合地基进行数据勘察,得到所述复合地基的勘察成果,根据所述勘察成果确定所述复合地基的桩径和桩长,得到每一单桩对应的竖向承载力特征值,根据每一所述单桩对应的竖向承载力特征值建立所述复合地基的复合地基承载力,当所述竖向承载力特征值或所述复合地基承载力异常时,调整所述复合地基的桩径,通过对布桩方案的优化调整,使选用复合地基进行软土地基处理时,经济效益更加显著。
Pile arrangement optimization design method in composite foundation
The method comprises the steps that data investigation is conducted on the composite foundation, an investigation result of the composite foundation is obtained, the pile diameter and the pile length of the composite foundation are determined according to the investigation result, and a vertical bearing capacity characteristic value corresponding to each single pile is obtained; the composite foundation bearing capacity of the composite foundation is established according to the vertical bearing capacity characteristic value corresponding to each single pile, when the vertical bearing capacity characteristic value or the composite foundation bearing capacity is abnormal, the pile diameter of the composite foundation is adjusted, and the pile arrangement scheme is optimized and adjusted, so that when the composite foundation is selected for soft soil foundation treatment, the pile diameter of the composite foundation is adjusted, and the soft soil foundation treatment efficiency is improved. The economic benefit is more obvious.
本发明提供了一种复合地基中布桩优化设计方法包括:对复合地基进行数据勘察,得到所述复合地基的勘察成果,根据所述勘察成果确定所述复合地基的桩径和桩长,得到每一单桩对应的竖向承载力特征值,根据每一所述单桩对应的竖向承载力特征值建立所述复合地基的复合地基承载力,当所述竖向承载力特征值或所述复合地基承载力异常时,调整所述复合地基的桩径,通过对布桩方案的优化调整,使选用复合地基进行软土地基处理时,经济效益更加显著。
Pile arrangement optimization design method in composite foundation
一种复合地基中布桩优化设计方法
WANG REN (author) / LIU JIANWEI (author) / YANG SHU (author) / DANG WEIPAN (author) / GUO XIANGLI (author) / FAN LINLIN (author)
2024-11-15
Patent
Electronic Resource
Chinese
IPC:
G06F
ELECTRIC DIGITAL DATA PROCESSING
,
Elektrische digitale Datenverarbeitung
/
E02D
FOUNDATIONS
,
Gründungen
/
G01N
Untersuchen oder Analysieren von Stoffen durch Bestimmen ihrer chemischen oder physikalischen Eigenschaften
,
INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
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