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Research on the Road Performance of Carbonaceous Mudstone Soil-Rock Mixtures under Multifactor Influence

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成果类型:
期刊论文
作者:
Fu, Hongyuan;Xue, Chaowei;Wen, Wei;Yang, Qiyi;Chen, Lu
通讯作者:
Wen, W
作者机构:
[Fu, Hongyuan] Changsha Univ Sci & Technol, Sch Civil Engn, Natl Engn Lab Highway Maintenance Technol, Changsha 410114, Hunan, Peoples R China.
[Xue, Chaowei; Yang, Qiyi; Wen, Wei; Chen, Lu] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Peoples R China.
通讯机构:
[Wen, W ] C
Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Peoples R China.
语种:
英文
关键词:
Carbonaceous mudstone soil-rock mixtures;Orthogonal test;Unconfined compressive strength;California bearing ratio;Grey relational analysis;Prediction model
期刊:
KSCE Journal of Civil Engineering
ISSN:
1226-7988
年:
2024
卷:
28
期:
4
页码:
1227-1237
基金类别:
National Natural Science Foundation of China [52078066, 42207204, 52004036]; Bridge Engineering Safety Control Key Laboratory of Ministry of Education Open Fund Project [21KB12]; Key Laboratory of Advanced Engineering Materials and Structural Mechanical Behavior and Intelligent Control for Universities in Hunan Province [19KA01]; Professional degree graduate student practice innovation and entrepreneurial ability Promotion plan program of Changsha University of Science Technology [CLSJCX22051]
机构署名:
本校为第一且通讯机构
院系归属:
交通运输工程学院
土木工程学院
摘要:
To investigate the effects of compaction (K), rock content (RC), and wet-dry cycle (WD) on the road performance of carbonaceous mudstone soil-rock mixtures (CMSRM), orthogonal tests were designed to measure the unconfined compressive strength (UCS) and California bearing ratio (CBR). The correlation degree of K, RC, and WD with the UCS and CBR of CMSRM was investigated using orthogonal theory and grey correlation theory. Based on multivariate nonlinear regression analysis, mathematical models of the road performance of CMSRM were built. The res...

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