乳化沥青冷再生混合料抗剪特性及其永久变形预估
基于单轴贯入试验和无侧限抗压强度试验,得出了乳化沥青冷再生混合料在常温和高温条件下的抗剪强度、黏聚力与内摩擦角等抗剪特性参数,分析了水泥质量分数、乳化沥青类型及其质量分数、沥青旧料掺量对抗剪性能的影响规律,并进行了有限元计算和室内车辙试验研究.结果表明：随着水泥质量分数增加,乳化沥青冷再生混合料各抗剪指标均有增加,当水泥质量分数为0-1.5%时增幅明显;乳化沥青质量分数增加后,抗剪强度降低,相比于常温条件,高温条件下乳化沥青质量分数影响更显著;乳化沥青类型对抗剪参数影响不明显;沥青旧料掺量降低后,抗剪强度、黏聚力指标均明显提高,但内摩擦角基本不变;基于层变形叠加的永久变形通用模型应用于乳化沥青...
Saved in:
| Published in | 江苏大学学报（自然科学版） Vol. 38; no. 2; pp. 204 - 210 |
|---|---|
| Main Author | |
| Format | Journal Article |
| Language | Chinese |
| Published |
河南省交通科学技术研究院有限公司, 河南 郑州 450006%长安大学 公路学院,陕西 西安,710064%长安大学 材料科学与工程学院,陕西 西安,710064
2017
长安大学 公路学院, 陕西 西安 710064 |
| Subjects | |
| Online Access | Get full text |
| ISSN | 1671-7775 |
| DOI | 10.3969/j.issn.1671-7775.2017.02.014 |
Cover
| Abstract | 基于单轴贯入试验和无侧限抗压强度试验,得出了乳化沥青冷再生混合料在常温和高温条件下的抗剪强度、黏聚力与内摩擦角等抗剪特性参数,分析了水泥质量分数、乳化沥青类型及其质量分数、沥青旧料掺量对抗剪性能的影响规律,并进行了有限元计算和室内车辙试验研究.结果表明：随着水泥质量分数增加,乳化沥青冷再生混合料各抗剪指标均有增加,当水泥质量分数为0-1.5%时增幅明显;乳化沥青质量分数增加后,抗剪强度降低,相比于常温条件,高温条件下乳化沥青质量分数影响更显著;乳化沥青类型对抗剪参数影响不明显;沥青旧料掺量降低后,抗剪强度、黏聚力指标均明显提高,但内摩擦角基本不变;基于层变形叠加的永久变形通用模型应用于乳化沥青冷再生混合料变形预估时,需要进行修正,修正后具有较高的准确度. |
|---|---|
| AbstractList | U416.26; 基于单轴贯入试验和无侧限抗压强度试验,得出了乳化沥青冷再生混合料在常温和高温条件下的抗剪强度、黏聚力与内摩擦角等抗剪特性参数,分析了水泥质量分数、乳化沥青类型及其质量分数、沥青旧料掺量对抗剪性能的影响规律,并进行了有限元计算和室内车辙试验研究.结果表明:随着水泥质量分数增加,乳化沥青冷再生混合料各抗剪指标均有增加,当水泥质量分数为0~1.5%时增幅明显;乳化沥青质量分数增加后,抗剪强度降低,相比于常温条件,高温条件下乳化沥青质量分数影响更显著;乳化沥青类型对抗剪参数影响不明显;沥青旧料掺量降低后,抗剪强度、黏聚力指标均明显提高,但内摩擦角基本不变;基于层变形叠加的永久变形通用模型应用于乳化沥青冷再生混合料变形预估时,需要进行修正,修正后具有较高的准确度. 基于单轴贯入试验和无侧限抗压强度试验,得出了乳化沥青冷再生混合料在常温和高温条件下的抗剪强度、黏聚力与内摩擦角等抗剪特性参数,分析了水泥质量分数、乳化沥青类型及其质量分数、沥青旧料掺量对抗剪性能的影响规律,并进行了有限元计算和室内车辙试验研究.结果表明：随着水泥质量分数增加,乳化沥青冷再生混合料各抗剪指标均有增加,当水泥质量分数为0-1.5%时增幅明显;乳化沥青质量分数增加后,抗剪强度降低,相比于常温条件,高温条件下乳化沥青质量分数影响更显著;乳化沥青类型对抗剪参数影响不明显;沥青旧料掺量降低后,抗剪强度、黏聚力指标均明显提高,但内摩擦角基本不变;基于层变形叠加的永久变形通用模型应用于乳化沥青冷再生混合料变形预估时,需要进行修正,修正后具有较高的准确度. |
| Abstract_FL | Based on the uniaxial penetration strength test and unconfined compressive strength test, shear strength, cohesion and inner friction angle of the cold recycled mixture with emulsified asphalt were determined under the conditions of room temperature and high temperature.The effects of cement mass fraction, characteristics and mass fraction of emulsified asphalt and reclaimed asphalt pavement(RAP)content on shearing properties of cold recycled mixture were analyzed.The permanent deformation was investigated by the finite element method and rutting test.The results show that all the shearing indexes are increased with the increasing of cement mass fraction, especially obvious for the cement mass fraction from 0 to 1.5%.The shearing indexes are decreased with the increasing of emulsified asphalt mass fraction, and there is significant impact on the shearing properties at high temperature.The characteristics of emulsified asphalt have no obvious effect on shearing properties.The shear strength and the cohesion are improved obviously with the decreasing of RAP content, while the inner friction angle has no effect.The permanent deformation model applied for predicting the deformation of cold recycled mixture with emulsified asphalt should be further revised to obtain more improved precise. |
| Author | 汪德才 张海伟 张华 |
| AuthorAffiliation | 长安大学公路学院,陕西西安710064 河南省交通科学技术研究院有限公司,河南郑州450006 长安大学材料科学与工程学院,陕西西安710064 |
| AuthorAffiliation_xml | – name: 长安大学 公路学院, 陕西 西安 710064;河南省交通科学技术研究院有限公司, 河南 郑州 450006%长安大学 公路学院,陕西 西安,710064%长安大学 材料科学与工程学院,陕西 西安,710064 |
| Author_FL | WANG Decai ZHANG Haiwei ZHANG Hua |
| Author_FL_xml | – sequence: 1 fullname: WANG Decai – sequence: 2 fullname: ZHANG Haiwei – sequence: 3 fullname: ZHANG Hua |
| Author_xml | – sequence: 1 fullname: 汪德才 张海伟 张华 |
| BookMark | eNo9kM1Kw0AUhWdRwap9CXHjInEmk7lJllr8g4Kb7ksymakpdaoNYt25sMUWpSJSdSFCQQRXRcFa0LfppPQtjFSEw7lw-LiXexZQRtWUQGiFYJN64K1VzCiOlUnAIYbjOMy0MHFMbJmY2BmU_c_nUS6OowBjYEAB3CzaGI_e9WUveXuePt7o1lC3ria3T8lwqK8vkt5D0rnT7ddJe5ScvehuRzc_ksHneNTU3Xv93Z_2z8dfgyU0J_1qLHJ_cxEVtzaL-R2jsLe9m18vGByIbbgk5FLgQASpsAvSAyKZB4IJYYVWKEMbnEDalEvi-lhIxojLScA5BeYyShfR6mztia-kr8qlSu24rtKDpUpcLYeNRvD7NE7NTtnlGcv3a6p8FKX0YT068OunpbQKsAjDHv0BpoR0qA |
| ClassificationCodes | U416.26 |
| ContentType | Journal Article |
| Copyright | Copyright © Wanfang Data Co. Ltd. All Rights Reserved. |
| Copyright_xml | – notice: Copyright © Wanfang Data Co. Ltd. All Rights Reserved. |
| DBID | 2RA 92L CQIGP ~WA 2B. 4A8 92I 93N PSX TCJ |
| DOI | 10.3969/j.issn.1671-7775.2017.02.014 |
| DatabaseName | 维普_期刊 中文科技期刊数据库-CALIS站点 维普中文期刊数据库 中文科技期刊数据库- 镜像站点 Wanfang Data Journals - Hong Kong WANFANG Data Centre Wanfang Data Journals 万方数据期刊 - 香港版 China Online Journals (COJ) China Online Journals (COJ) |
| DatabaseTitleList | |
| DeliveryMethod | fulltext_linktorsrc |
| Discipline | Sciences (General) |
| DocumentTitleAlternate | Shearing property and permanent deformation prediction model of cold recycled mixture with emulsified asphalt |
| DocumentTitle_FL | Shearing property and permanent deformation prediction model ofcold recycled mixture with emulsified asphalt |
| EndPage | 210 |
| ExternalDocumentID | jslgdxxb201702014 671621509 |
| GrantInformation_xml | – fundername: 国家自然科学基金资助项目; 交通运输部西部项目中心资助项目; 长安大学优秀博士学位论文培育资助项目; 河南省交通运输厅科技项目 funderid: (51478046,51408050); (2014316T12050); (310821150015); (2016J1) |
| GroupedDBID | 2RA 92L ALMA_UNASSIGNED_HOLDINGS CQIGP ~WA 2B. 4A8 92I 93N PSX TCJ |
| ID | FETCH-LOGICAL-c614-81dcfe0bebbeb086f961f596e5ee2d2dfd467bf43cf18a0ef5518c1bcc3658533 |
| ISSN | 1671-7775 |
| IngestDate | Thu May 29 04:00:33 EDT 2025 Wed Feb 14 10:02:54 EST 2024 |
| IsPeerReviewed | true |
| IsScholarly | true |
| Issue | 2 |
| Keywords | 乳化沥青冷再生混合料 cold recycled mixture with emulsified asphalt prediction model 抗剪特性 永久变形 单轴贯入试验 shearing property permanent deformation 预估模型 uniaxial penetration test |
| Language | Chinese |
| LinkModel | OpenURL |
| MergedId | FETCHMERGED-LOGICAL-c614-81dcfe0bebbeb086f961f596e5ee2d2dfd467bf43cf18a0ef5518c1bcc3658533 |
| Notes | cold recycled mixture with emulsified asphalt; uniaxial penetration test; shearing property; permanent deformation; prediction model 32-1668/N Based on the uniaxial penetration strength test and unconfined compressive strength test,shear strength,cohesion and inner friction angle of the cold recycled mixture with emulsified asphalt were determined under the conditions of room temperature and high temperature. The effects of cement mass fraction,characteristics and mass fraction of emulsified asphalt and reclaimed asphalt pavement（ RAP）content on shearing properties of cold recycled mixture were analyzed. The permanent deformation was investigated by the finite element method and rutting test. The results show that all the shearing indexes are increased with the increasing of cement mass fraction,especially obvious for the cement mass fraction from 0 to 1. 5%. The shearing indexes are decreased with the increasing of emulsified asphalt mass fraction, and there is significant impact on the shearing properties at |
| PageCount | 7 |
| ParticipantIDs | wanfang_journals_jslgdxxb201702014 chongqing_primary_671621509 |
| PublicationCentury | 2000 |
| PublicationDate | 2017 |
| PublicationDateYYYYMMDD | 2017-01-01 |
| PublicationDate_xml | – year: 2017 text: 2017 |
| PublicationDecade | 2010 |
| PublicationTitle | 江苏大学学报（自然科学版） |
| PublicationTitleAlternate | Journal of Jiangsu University：Natural Science Edition |
| PublicationTitle_FL | Journal of Jiangsu University(Natural Science Edition) |
| PublicationYear | 2017 |
| Publisher | 河南省交通科学技术研究院有限公司, 河南 郑州 450006%长安大学 公路学院,陕西 西安,710064%长安大学 材料科学与工程学院,陕西 西安,710064 长安大学 公路学院, 陕西 西安 710064 |
| Publisher_xml | – name: 长安大学 公路学院, 陕西 西安 710064 – name: 河南省交通科学技术研究院有限公司, 河南 郑州 450006%长安大学 公路学院,陕西 西安,710064%长安大学 材料科学与工程学院,陕西 西安,710064 |
| SSID | ssib006563668 ssib006704768 ssib002039913 ssib001050959 ssib001129590 ssib012436713 ssib001215039 ssib002258346 ssj0002507558 ssib050757864 ssib023167349 ssib051373371 |
| Score | 2.121518 |
| Snippet | 基于单轴贯入试验和无侧限抗压强度试验,得出了乳化沥青冷再生混合料在常温和高温条件下的抗剪强度、黏聚力与内摩擦角等抗剪特性参数,分析了水泥质量分数、乳化沥青类型及其... U416.26; 基于单轴贯入试验和无侧限抗压强度试验,得出了乳化沥青冷再生混合料在常温和高温条件下的抗剪强度、黏聚力与内摩擦角等抗剪特性参数,分析了水泥质量分数、乳化沥青... |
| SourceID | wanfang chongqing |
| SourceType | Aggregation Database Publisher |
| StartPage | 204 |
| SubjectTerms | 乳化沥青冷再生混合料 单轴贯入试验 抗剪特性 永久变形 预估模型 |
| Title | 乳化沥青冷再生混合料抗剪特性及其永久变形预估 |
| URI | http://lib.cqvip.com/qk/94803B/201702/671621509.html https://d.wanfangdata.com.cn/periodical/jslgdxxb201702014 |
| Volume | 38 |
| hasFullText | 1 |
| inHoldings | 1 |
| isFullTextHit | |
| isPrint | |
| journalDatabaseRights | – providerCode: PRVEBS databaseName: EBSCOhost Academic Search Ultimate issn: 1671-7775 databaseCode: ABDBF dateStart: 20160901 customDbUrl: https://search.ebscohost.com/login.aspx?authtype=ip,shib&custid=s3936755&profile=ehost&defaultdb=asn isFulltext: true dateEnd: 99991231 titleUrlDefault: https://search.ebscohost.com/direct.asp?db=asn omitProxy: true ssIdentifier: ssib050757864 providerName: EBSCOhost |
| link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3dSxVBFB_8gOolsg8yKyQcKGJtd2fn63H33r1IDz0Z-Ha5-6VIXCsVxKceUlIKI8LqIQIhgp6kIBPqv3Gv-F90ZnZcxwipQJbjzDlnzp6ZO_M7y8wZhMZ4mnCS0czpBJI7ge91HJXVyuEZheAgJx3R0bst7rGJ-8HdKTrV13_a2rW0uJCMp8t_PFfyP70KZdCv6pTsP_RsrRQKgIb-hSf0MDz_qo9xHOBI4ojgmGLRwJLhmOHIxyHFscSyiaWvq6CQG0I0ccyxDLBsaWZuqqSLhVAloERKRYgQy0pK4jBUUkBEVZWLw6qqpdgUQXFUte7iSBjDoLDikUIRUROHvjIMniLQPA3gt_Gx1uBp2wQWkZIFwTAwzYWggVmENlK9bEupkqGW4ofWBtokrmSlZ0npFxH1Hl7TZqjfI4q1P5hmad7WRQ0cupqJ6jpttmzZdVS5VcT2J5TqrKiZ7xn3IMCoLm85XBCIsAa-b8_u1U3JBij41X7c39cgIpnUa5BqYLxuQO0i5Do9rBccrb31jkimMnkBOJf9aNBXn5YG0GAYNaOWFbtT104EpIAylcdy9VHXSvHqwz_yGFajglixPwB5wqxYk3E3sGJPwH0EjKrlfZUygRzF6hBHwGR_FGtTj3BymFtRwSBfcej7cWsfnEJjxkF3TnKPSnMyM9edfgTgTZ-l6xad7rQF-ybPobMmXhsNqx_fEOpbnjmPhsyKOD9606Rtv3UBRXu7X8vnm70vHw_evypXd8rVF_uvP_R2dsqXz3qb73rrb8q1z_tru70nn8qN9XLlW2_7-97uSrnxtvy5dbD1dO_H9kU02YonGxOOuaHESQHWOhDrpUXuJnkCf65ghWReQSXLaZ77mZ8VGcCQpAhIWngw5-WFSn-YekmaEgD-EGhdQgPduW5-GY3S1Cu4mwiRujKQgiS-YAmoSVgOMVpHDKOR2ifth1UimnY9aIbRDeOltpme5tuz8w-ms6WlRDkWBoMXXDlRxQg6ozirr4tX0cDC48X8GuDtheS6GYm_ANkJod0 |
| linkProvider | EBSCOhost |
| openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=%E4%B9%B3%E5%8C%96%E6%B2%A5%E9%9D%92%E5%86%B7%E5%86%8D%E7%94%9F%E6%B7%B7%E5%90%88%E6%96%99%E6%8A%97%E5%89%AA%E7%89%B9%E6%80%A7%E5%8F%8A%E5%85%B6%E6%B0%B8%E4%B9%85%E5%8F%98%E5%BD%A2%E9%A2%84%E4%BC%B0&rft.jtitle=%E6%B1%9F%E8%8B%8F%E5%A4%A7%E5%AD%A6%E5%AD%A6%E6%8A%A5%EF%BC%9A%E8%87%AA%E7%84%B6%E7%A7%91%E5%AD%A6%E7%89%88&rft.au=%E6%B1%AA%E5%BE%B7%E6%89%8D+%E5%BC%A0%E6%B5%B7%E4%BC%9F+%E5%BC%A0%E5%8D%8E&rft.date=2017&rft.issn=1671-7775&rft.volume=38&rft.issue=2&rft.spage=204&rft.epage=210&rft_id=info:doi/10.3969%2Fj.issn.1671-7775.2017.02.014&rft.externalDocID=671621509 |
| thumbnail_s | http://utb.summon.serialssolutions.com/2.0.0/image/custom?url=http%3A%2F%2Fimage.cqvip.com%2Fvip1000%2Fqk%2F94803B%2F94803B.jpg http://utb.summon.serialssolutions.com/2.0.0/image/custom?url=http%3A%2F%2Fwww.wanfangdata.com.cn%2Fimages%2FPeriodicalImages%2Fjslgdxxb%2Fjslgdxxb.jpg |