http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-207891932-U

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Predicate Object
assignee http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_d6a6f422b091ba12ea61d4adbf1b0e8e
classificationIPCInventive http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D33-00
filingDate 2017-12-28-04:00^^<http://www.w3.org/2001/XMLSchema#date>
grantDate 2018-09-21-04:00^^<http://www.w3.org/2001/XMLSchema#date>
inventor http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_af53675fe29f6fdd8901fc3986d9bf2d
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_720554ecce3a880214098075ee380d86
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_f11673576f36cb1facc364c7814b12eb
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_47297abfae30bd1d78b700de92f05bf6
publicationDate 2018-09-21-04:00^^<http://www.w3.org/2001/XMLSchema#date>
publicationNumber CN-207891932-U
titleOfInvention A kind of controllable confining pressure is used to simulate the experimental provision of closing pile installation process
abstract The utility model discloses the experimental provisions that a kind of controllable confining pressure is used to simulate closing pile installation process, including rack, pressure indoor, pile body, limiting device, loading system, water confining pressure control system, sensing system, data collection and control system.Pile body used in the present apparatus can be assembled pile body, be spliced by stake piece, and feature is that the big displacement installation penetration process of stake can be simulated by assembling.Assembly pile body is located at pressure indoor center when experiment, is in close contact with pressure indoor upper cover, bottom plate and the internal soil body.It is in contact with limiting device inside pile body, limiting device is for limiting pile body rotation.Pile body can quiet by screw rod and Serve Motor Control, dynamic installation process.The utility model can simulate static(al) and power of the closing pile in the soil body of complex stress condition by controlling confining pressure and squeeze into process, can measure quiet, the dynamic resistance of side wall during pile body is squeezed into, at the same also can the unlimited displacement of simulation piles squeeze into the process of the soil body.
isCitedBy http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-112962685-A
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-112962685-B
priorityDate 2017-12-28-04:00^^<http://www.w3.org/2001/XMLSchema#date>
type http://data.epo.org/linked-data/def/patent/Publication

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isDiscussedBy http://rdf.ncbi.nlm.nih.gov/pubchem/compound/CID962
http://rdf.ncbi.nlm.nih.gov/pubchem/substance/SID419512635

Total number of triples: 18.