| Predicate |
Object |
| assignee |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_d6a6f422b091ba12ea61d4adbf1b0e8e |
| classificationCPCAdditional |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/G06F2111-06
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/G06F2111-08
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/G06F2119-14
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/G06F2119-02 |
| classificationCPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/G06F30-13
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/G06F30-20 |
| classificationIPCAdditional |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G06F111-06
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G06F119-14
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G06F111-08
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G06F119-02 |
| classificationIPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G06F30-13
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G06N7-00
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G06F30-20 |
| filingDate |
2022-05-19-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_d1d16eb67ce28b990015a298dc4e7387
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_ac48f1de3476e019c9ec496402c2df95
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_f3ab50c1eee7f4b020651b8f58bdcede
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_2b8a98cfcf956a94194ed950f2d38725
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_e61877594d6907c281381072ed90df72
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_8f5577bd08eb8679763caacd42ca0534 |
| publicationDate |
2022-09-23-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber |
CN-115098996-A |
| titleOfInvention |
A method for robust optimization design of anti-sliding piles to reinforce the accumulation layer landslide |
| abstract |
The invention discloses a method for the robustness optimization design of anti-sliding piles for strengthening the accumulation layer landslide. factors; establish the design space of anti-sliding piles; quantify the uncertainty of noise factors; calculate the robustness index and engineering cost of all feasible designs that meet the safety requirements; obtain the optimal design and the optimal design. Based on the robust design principle of geotechnical engineering, the invention regards the factors affecting the mechanical parameters of the soil-rock mixture as noise factors, and adjusts the design parameters of the anti-sliding piles to make the overall safety factor of the anti-sliding piles reinforce the accumulation layer landslide to the noise factors. Insensitive, while meeting safety and economic requirements. |
| priorityDate |
2022-05-19-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type |
http://data.epo.org/linked-data/def/patent/Publication |