http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-106909748-A

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filingDate 2017-03-07-04:00^^<http://www.w3.org/2001/XMLSchema#date>
inventor http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_bf834194149f9daedd3e5c158a759ba8
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publicationDate 2017-06-30-04:00^^<http://www.w3.org/2001/XMLSchema#date>
publicationNumber CN-106909748-A
titleOfInvention A Calculation Method of Bearing Capacity Eigenvalues of Variable Section CFG Pile Composite Foundation
abstract The invention belongs to the technical field of civil engineering, and in particular relates to a method for calculating the characteristic value of the bearing capacity of a variable-section CFG pile composite foundation, including: calculation of the characteristic value of the bearing capacity of the enlarged-diameter section pile in the weak soil layer; standard section piles in the good bearing layer Calculation of the eigenvalues of the bearing capacity; calculation of the eigenvalues of the bearing capacity of variable-section CFG pile groups; calculation of the single pile bearing capacity exertion coefficient of the variable-section CFG pile composite foundation; calculation of the replacement rate of the variable-section pile composite foundation; ultimate bearing capacity of the variable-section CFG pile composite foundation Calculation of force eigenvalues. The invention solves the problem of calculating the ultimate bearing capacity of the variable-section CFG pile composite foundation in foundation design; proposes a calculation method for the replacement rate of the variable-section pile composite foundation in soft soil layers and the replacement rate of the variable-section pile composite foundation in a good bearing layer; through the limit balance The theory solves the problem of overlapping resistance at the ends of variable cross-section CFG pile groups under ultimate load conditions; solves the problem of calculating the characteristic value of the bearing capacity of variable cross-section CFG pile group foundations in the reinforcement area.
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http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-108062455-A
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-108491665-A
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-113221207-B
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-112733368-A
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-110210175-A
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-113221207-A
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-110008613-A
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-107220471-A
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Total number of triples: 35.