http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-102561357-B
Outgoing Links
Predicate | Object |
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classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D17-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D1-00 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D33-00 |
filingDate | 2010-12-17-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
grantDate | 2016-01-13-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
publicationDate | 2016-01-13-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
publicationNumber | CN-102561357-B |
titleOfInvention | Extensive ultra-deep foundation pit excavation environmental Kuznets Curves and guard method |
abstract | The present invention relates to extensive ultra-deep foundation pit excavation environmental Kuznets Curves and guard method, the step of the method is as follows: (1) adopts domestic and international various space enclosing structure deformation analysis method, the result of each for space enclosing structure method gained and measured value are contrasted, determines the reasonable analysis method that super-large diameter ultra-deep foundation pit is out of shape; (2) cheat outer ground sedimentation profile comparison and analysis, the influence factor of surface settlement under each factor effect is assessed, the surface settlement that each analytical method obtains and measured value comparative study; (3) foundation pit dewatering is with under each operating mode of excavation, the horizontal distortion of elevated bridge pile foundation and vertical deformation analysis and safety analysis; (4) pipe safety evaluation index and standard is determined, pipeline internal force analysis under different distortion distribution pattern, the safety evaluatio of pipeline under each excavating condition.Compared with prior art, the present invention has the safety of surrounding enviroment high, the advantage such as the analytical method of extensive ultra-deep foundation pit is effective and reasonable. |
priorityDate | 2010-12-17-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 15.