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Soil body reinforcing method
The invention provides a soil body reinforcing method, and relates to the technical field of soil body reinforcing. The soil body reinforcing method comprises the steps that foundation processing information of a to-be-reinforced area is determined, and reinforcing information and acceptance information of the to-be-reinforced area are obtained according to survey information and the foundation processing information; the vibroflotation applicability of the to-be-reinforced area is obtained according to the soil test information, and a backfill material is determined according to the vibroflotation applicability; determining a construction parameter range according to the reinforcement information and the acceptance information; according to the construction parameter range, the backfill material tests the test area of the to-be-reinforced area, and construction parameters are determined based on the test result; and dividing a to-be-reinforced area according to the test result, and constructing the to-be-reinforced area based on the division result and the construction parameters. According to the embodiment of the invention, the reinforcement construction of the to-be-reinforced area can be accurately matched with the actual demand, the possibility of reinforcement failure or repeated reinforcement is effectively avoided, the reinforcement cost is reduced, and the safety of subsequent construction is improved.
本申请提供了一种土体加固方法,涉及土体加固技术领域。该土体加固方法包括:确定待加固区域的地基处理信息,根据勘测信息和地基处理信息获取待加固区域的加固信息和验收信息;根据土工试验信息获取待加固区域的振冲适用性,根据振冲适用性确定回填料;根据加固信息和验收信息确定施工参数范围;根据施工参数范围、回填料对待加固区域的试验区进行试验,基于试验结果确定施工参数;根据试验结果划分待加固区域,基于划分结果和施工参数对待加固区域进行施工。本申请实施例能够实现待加固区域的加固施工与实际需求的准确匹配,有效避免出现加固失败或需要多次加固的可能,降低加固成本和提升后续施工的安全性。
Soil body reinforcing method
The invention provides a soil body reinforcing method, and relates to the technical field of soil body reinforcing. The soil body reinforcing method comprises the steps that foundation processing information of a to-be-reinforced area is determined, and reinforcing information and acceptance information of the to-be-reinforced area are obtained according to survey information and the foundation processing information; the vibroflotation applicability of the to-be-reinforced area is obtained according to the soil test information, and a backfill material is determined according to the vibroflotation applicability; determining a construction parameter range according to the reinforcement information and the acceptance information; according to the construction parameter range, the backfill material tests the test area of the to-be-reinforced area, and construction parameters are determined based on the test result; and dividing a to-be-reinforced area according to the test result, and constructing the to-be-reinforced area based on the division result and the construction parameters. According to the embodiment of the invention, the reinforcement construction of the to-be-reinforced area can be accurately matched with the actual demand, the possibility of reinforcement failure or repeated reinforcement is effectively avoided, the reinforcement cost is reduced, and the safety of subsequent construction is improved.
本申请提供了一种土体加固方法,涉及土体加固技术领域。该土体加固方法包括:确定待加固区域的地基处理信息,根据勘测信息和地基处理信息获取待加固区域的加固信息和验收信息;根据土工试验信息获取待加固区域的振冲适用性,根据振冲适用性确定回填料;根据加固信息和验收信息确定施工参数范围;根据施工参数范围、回填料对待加固区域的试验区进行试验,基于试验结果确定施工参数;根据试验结果划分待加固区域,基于划分结果和施工参数对待加固区域进行施工。本申请实施例能够实现待加固区域的加固施工与实际需求的准确匹配,有效避免出现加固失败或需要多次加固的可能,降低加固成本和提升后续施工的安全性。
Soil body reinforcing method
土体加固方法
ZHANG JINGHONG (author) / MEI TAOTAO (author) / LIANG XIAOCONG (author) / ZHOU HONGXING (author) / HU HENG (author) / NIU FEI (author)
2024-12-31
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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