Vui lòng dùng định danh này để trích dẫn hoặc liên kết đến tài liệu này: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/18636
Toàn bộ biểu ghi siêu dữ liệu
Trường DCGiá trị Ngôn ngữ
dc.contributor.authorWang, Su-Ran-
dc.contributor.authorChen, You-Liang-
dc.contributor.authorNi, Jing-
dc.contributor.authorZhang, Mu-Dan-
dc.contributor.authorZhang, Heng-
dc.date.accessioned2020-06-01T03:43:06Z-
dc.date.available2020-06-01T03:43:06Z-
dc.date.issued2019-
dc.identifier.issn1687-8086-
dc.identifier.issn1687-8094 (eISSN)-
dc.identifier.otherBBKH1306-
dc.identifier.urihttp://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/18636-
dc.description"Hindawi; Advances in Civil Engineering; Volume 2019, Article ID 3418134, 12 pages; https://doi.org/10.1155/2019/3418134"vi
dc.description.abstractThe deterioration of the physical and mechanical properties of tonalites subjected to freeze-thaw cycling under three different temperature ranges was explored using several experimental techniques. Uniaxial compression and three-point bending tests were conducted on untreated and treated tonalite specimens. Clear decreases in uniaxial compressive strength (UCS), Young’s modulus, and fracture toughness were observed in tonalite specimens with frost damage. Although Young’s modulus and fracture toughness did not show clear decreases as the minimum temperature of the freeze-thaw cycle decreased from −30°C to −50°C, the UCS decreased almost linearly. The macromechanical characteristics of the tonalites can be explained by changes in mineral content and microstructure. The intensity of X-ray diffraction (XRD) peaks of minerals in tonalites that had not been freeze-thaw cycled were approximately 10 to 20 times higher than the peaks for the specimens subjected to freeze-thaw cycling, implying that the internal structure of tonalite is less compact after frost damage. The microstructures of the tonalite specimens were also examined using scanning electron microscopy (SEM). Increased amounts of fragmentation and breaking of structural planes were observed as the minimum temperature of the freeze-thaw cycle decreased.vi
dc.language.isoenvi
dc.publisherHindawi Limitedvi
dc.subjectMechanical propertiesvi
dc.subjectLand areavi
dc.subjectColdvi
dc.subjectTomographyvi
dc.subjectMineralsvi
dc.subjectSciencevi
dc.subjectFrost damagevi
dc.subjectFrostvi
dc.subjectCompression testsvi
dc.subjectPotassiumvi
dc.subjectMicrostructurevi
dc.subjectStructural damagevi
dc.subjectMechanicsvi
dc.subjectScanning electron microscopyvi
dc.subjectGeologyvi
dc.subjectMining engineeringvi
dc.subjectQuartzvi
dc.subjectRocksvi
dc.subjectModulus of elasticityvi
dc.subjectTemperaturevi
dc.subjectCivil engineeringvi
dc.subjectCyclesvi
dc.subjectFreeze thaw cyclesvi
dc.subjectFracture toughnessvi
dc.subjectPhase transitionsvi
dc.subjectStonevi
dc.subjectPhysical propertiesvi
dc.subjectUnderground constructionvi
dc.titleInfluence of Freeze-Thaw Cycles on Engineering Properties of Tonalite: Examples from Chinavi
dc.typeOthervi
Bộ sưu tập: Bài báo_lưu trữ

Các tập tin trong tài liệu này:
Tập tin Mô tả Kích thước Định dạng  
BBKH1306_TCCN_Influence of Freeze-Thaw Cycles.pdf
  Giới hạn truy cập
Influence of Freeze-Thaw Cycles on Engineering Properties of Tonalite: Examples from China4.43 MBAdobe PDFXem/Tải về  Yêu cầu tài liệu


Khi sử dụng các tài liệu trong Thư viện số phải tuân thủ Luật bản quyền.