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浏览/检索结果: 共3条，第1-3条 帮助 限定条件 专题：武汉理工大学    第一署名单位    第一作者单位    通讯作者单位     已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 Dynamic Mechanical Property Deterioration Model of Sandstone Caused by Freeze–Thaw Weathering 期刊论文 Rock Mechanics and Rock Engineering, 2018, 卷号: 51, 期号: 9, 页码: 2791-2804 作者:  Ke, Bo;  Zhou, Keping;  Xu, Chaoshui*;  Deng, Hongwei;  Li, Jielin* 收藏  |  浏览/下载：9/0  |  提交时间：2019/12/04 Freeze-thaw weathering cycle  Split Hopkinson pressure bar  Dynamic strength increase factor  Rock strength reduction due to freeze-thaw weathering  Freeze-thaw rock strength model   Hydration kinetics, freeze-thaw resistance, leaching behavior of blended cement containing co-combustion ash of sewage sludge and rice husk 期刊论文 Construction and Building Materials, 2017, 卷号: 131, 页码: 361-370 作者:  Wang, Teng;  Xue, Yongjie;  Zhou, Min;  Lv, Yi;  Chen, Yuchi 收藏  |  浏览/下载：3/0  |  提交时间：2019/12/04 HMs  represents heavy metals  RHA  represents rice husk ash  F-T  represents freezethaw  H  represents final ash from co-combustion of 20% sewage sludge + 80% rice husk  W  represents final ash from co-combustion of 30% sewage sludge + 70% rice husk  PC  represents pozzolanic cement  C10  represents pure pozzolanic cement pastes  W3C7  represents cement pastes composed of 30% W and 70% PC  H3C7  represents cement pastes composed of 30% H and 70% PC  C10-5T and C10-10T  represent pure pozzolanic cement pastes exposed to 5 and 10  F-T  cycles, respectively  W3C7-5T and W3C7-10T  represent blended cement pastes composed of 30% W and 70% PC, exposed to 5 and 10 F-T cycles respectively  H3C7-5T and H3C7-10T  represent blended cement pastes composed of 30% H and 70% PC exposed to 5 and 10 F-T cycles respectively  FTHM  leaching concentration of HM during F-T cycle  Co-combustion ash  Blended cements  Hydration kinetics  Freeze-thaw durability  Environmental performance   Damage and corrosion of conductive asphalt concrete subjected to freeze-thaw cycles and salt 期刊论文 Materials Research Innovations, 2013, 卷号: 17, 期号: SUPPL. 1, 页码: s240-s245 作者:  Tang, N.;  Sun, C.J.;  Huang, S.X.;  Wu, S.P. 收藏  |  浏览/下载：2/0  |  提交时间：2019/12/04 Conductive asphalt concrete  Corrosion  Damage  Freeze-thaw cycle  Salt