http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-205080013-U
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_53b4d53983adbf56dd0e7d0bf96f8ce5 |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G01N15-08 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G01N3-24 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G01N3-02 |
| filingDate | 2015-09-30-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| grantDate | 2016-03-09-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_36892ffc7583af713321235db25d9e43 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_098ba0f81bad874ade47bbe7a7ec5082 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_3f70fa490ba5acfd6ff4a2ed119bab08 |
| publicationDate | 2016-03-09-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | CN-205080013-U |
| titleOfInvention | Coarse -grained soil seepage flow direct shear test device |
| abstract | The utility model belongs to the technical field of the test of geotechnical engineering geotechnique to a coarse -grained soil direct shear test device is disclosed, including the last shear box and lower shear box, frame, perpendicular load loading part, horizontal loading loading part who stacks from top to bottom, perpendicular load parts link firmly at the frame upper wall inboardly, and horizontal loading load parts link firmly on a lateral wall of frame, still include osmosis system and pressure measurement system, osmosis system includes water installations, is located the water inlet of upper and lower shear box one side, goes out the water installation, is located the delivery port of shear box opposite side from top to bottom, water installations passes through the pipe connection with water inlet, play water installation respectively with the delivery port, the pressure measurement system is including the miniature manometer that lies in into, upper and lower shear box one side is taken into account to the flowmeter of delivery port, pressure measurement. The utility model discloses the direct shear test of coarse -grained soil under different seepage flow size and orientation, the piping infiltration katogene can be realized, coarse -grained soil shear behavior under groundwater seepage flow or the piping infiltration destruction situation is obtained. |
| isCitedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-105223087-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-105823692-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-105823692-B |
| priorityDate | 2015-09-30-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
| Predicate | Subject |
|---|---|
| isDiscussedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/substance/SID419512635 http://rdf.ncbi.nlm.nih.gov/pubchem/compound/CID962 |
Total number of triples: 20.