http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-108221844-A
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_d6a6f422b091ba12ea61d4adbf1b0e8e |
| classificationCPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02B1-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D1-00 |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02B1-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D1-00 |
| filingDate | 2017-12-31-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_670ef5c6e63027715a9fc7999fce2cfb http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_5a3d8688dbe4407ad99499fc66046f43 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_7aa649b1e55916f0d8d8e05261340e95 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_8644ab1d26a09d54e6ed1a9a75b8edd2 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_10541b0752ace1642c81294f9925f389 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_2888264c934783b809ae75b4459e752b http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_e7aa082c5e1bd7315bdab3f0291d83c3 |
| publicationDate | 2018-06-29-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | CN-108221844-A |
| titleOfInvention | Experimental device for dynamic response of foundation pit near the sea under simulated tidal load |
| abstract | The invention discloses a dynamic response test device for a foundation pit near the sea under the action of simulated tidal load, which comprises a constant water level system, a crank slider system, a transmission system, a measurement system and a model box. The constant water level system includes a constant water level tank, valves and liner A, etc. The crank-slider system includes a vertical bar, a liner B, a smooth bore, and a crank bar. Model boxes include model box frames, retaining walls, breakwaters, etc. The measurement system includes a miniature earth pressure cell and a pore pressure sensor. A miniature earth pressure cell is buried on the retaining wall; the breakwater is placed on the active side of the foundation pit; the sensor fixing bracket is placed at the bottom of the model box. The device of the invention can simulate the responses of active and passive side soil pressure and pore water pressure of the foundation pit under different foundation pit widths, retaining wall penetration depths, distances from breakwaters to retaining walls, and different tidal elements. The invention can provide effective test data support for the research on the dynamic response of the foundation pit near the sea under the tidal load, and provide help for theoretical analysis. |
| isCitedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-110045088-A |
| priorityDate | 2017-12-31-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 28.