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Long pile and short pile composite foundation leveling method
The invention relates to the technical field of long pile and short pile composite foundations and discloses a long pile and short pile composite foundation leveling method. The long pile and short pipe composite foundation leveling method comprises the steps that firstly, long piles with the optimal length and short piles with the optimal feature are selected according to practical geological conditions, and then the bearing capacity of a long pile and short pile composite foundation is analyzed through load tests; the sedimentation condition of the long pile and short pile composite foundation is analyzed through a composite modulus method, preliminary prediction is carried out on a long pile and short pile composite foundation scheme, and then the current long pile and short pile composite foundation scheme is compared with other long pile and short pile composite foundation schemes in big data, and the later sedimentation condition of the current long pile and short pile compositefoundation scheme is predicted according to the later sedimentation conditions of other long pile and short pile composite foundation schemes. Prediction is more accurate, and deviation is not likelyto occur; and besides, the long pile and short pile composite foundation scheme can be analyzed again through a spring semi-infinite half-space foundation model, the feasibility of the long pile and short pile composite foundation scheme can be further confirmed, and the long pile and short pile composite foundation can be protected against sedimentation after practical construction.
本发明涉及长短桩复合地基技术领域,且公开了一种长短桩复合地基调平的方法,先根据实际地质情况选择最优长度的长桩和最优特性的短桩,然后通过载荷试验分析长短桩复合地基的承载力,通过复合模量法分析长短桩复合地基的沉降情况,对长短桩复合地基方案做出初步预测,之后把当前长短桩复合地基方案与大数据中的其他长短桩复合地基方案进行对比,根据其他长短桩复合地基方案的后期沉降情况预测当前长短桩复合地基方案的后期沉降情况,预测更加的准确,不易产生偏差,并且,通过弹簧半无限空间地基模型能够对长短桩复合地基方案再次进行分析,进一步的确认长短桩复合地基方案的可行性,预防实际施工后长短桩复合地基沉降。
Long pile and short pile composite foundation leveling method
The invention relates to the technical field of long pile and short pile composite foundations and discloses a long pile and short pile composite foundation leveling method. The long pile and short pipe composite foundation leveling method comprises the steps that firstly, long piles with the optimal length and short piles with the optimal feature are selected according to practical geological conditions, and then the bearing capacity of a long pile and short pile composite foundation is analyzed through load tests; the sedimentation condition of the long pile and short pile composite foundation is analyzed through a composite modulus method, preliminary prediction is carried out on a long pile and short pile composite foundation scheme, and then the current long pile and short pile composite foundation scheme is compared with other long pile and short pile composite foundation schemes in big data, and the later sedimentation condition of the current long pile and short pile compositefoundation scheme is predicted according to the later sedimentation conditions of other long pile and short pile composite foundation schemes. Prediction is more accurate, and deviation is not likelyto occur; and besides, the long pile and short pile composite foundation scheme can be analyzed again through a spring semi-infinite half-space foundation model, the feasibility of the long pile and short pile composite foundation scheme can be further confirmed, and the long pile and short pile composite foundation can be protected against sedimentation after practical construction.
本发明涉及长短桩复合地基技术领域,且公开了一种长短桩复合地基调平的方法,先根据实际地质情况选择最优长度的长桩和最优特性的短桩,然后通过载荷试验分析长短桩复合地基的承载力,通过复合模量法分析长短桩复合地基的沉降情况,对长短桩复合地基方案做出初步预测,之后把当前长短桩复合地基方案与大数据中的其他长短桩复合地基方案进行对比,根据其他长短桩复合地基方案的后期沉降情况预测当前长短桩复合地基方案的后期沉降情况,预测更加的准确,不易产生偏差,并且,通过弹簧半无限空间地基模型能够对长短桩复合地基方案再次进行分析,进一步的确认长短桩复合地基方案的可行性,预防实际施工后长短桩复合地基沉降。
Long pile and short pile composite foundation leveling method
一种长短桩复合地基调平的方法
YUAN CHENGCHENG (Autor:in) / ZHANG MINHONG (Autor:in)
27.10.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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