Predicate |
Object |
assignee |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_c7aa241ba5bdbab910367fe0b534e0e5 http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_8c50240d03ab95cdd0dcc0986bf09060 http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_35c156834ac4b96d1ac1b6229023bd54 |
classificationCPCAdditional |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B2111-0075 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C08L2555-10 |
classificationCPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C08L95-00 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B26-26 |
classificationIPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B26-26 |
filingDate |
2012-10-16-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
inventor |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_eec87e0bee6b85907cca078282bac7a3 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_ecdfa85a32d0fc46ebf47c08cda4c539 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_d98160cb6ecd78c74d641306976fa920 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_646ee01385e6aef92f16c9a0feec8348 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_7b8780651149641abafb61ab2b68b565 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_1eac80c4830ad2bcee94cbcba2440a81 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_0c69ae7216e5413d1c06f823896ee719 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_7e35e94014d24498d991d974d7739869 |
publicationDate |
2013-04-25-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
publicationNumber |
WO-2013056642-A1 |
titleOfInvention |
Method for determining composition of coarse-grain, high-modulus asphalt concrete with interlocking structure |
abstract |
A method for determining the composition of a coarse-grain, high-modulus asphalt concrete having an interlocking structure comprises: selecting an AH-30# low-grade hard asphalt having a penetration grade of 30 or lower as a cementing material; selecting coarse aggregate having a nominal greatest particle diameter no less than 26.5mm; designing a gradation curve using gap-graded coarse material; using a design method based on an asphalt mixture of maximum compactness to determine the optimal tar/gravel proportions. The asphalt concrete formed by the present method has a compact, interlocking structure with improved high-temperature stability and mechanical properties, thus enhancing roadway performance. |
isCitedBy |
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-114895011-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-116283066-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-113686730-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-113921091-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-115078089-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-116579223-B http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-116579223-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-111105386-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-111105386-B http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-115078089-B http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-111161808-B http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-111161808-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-111613279-A |
priorityDate |
2011-10-17-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
type |
http://data.epo.org/linked-data/def/patent/Publication |