Shear behavior of rock joints-microscale characterization = 암반 절리면의 전단거동에 대한 미시적 특성 연구

Cited 0 time in webofscience Cited 0 time in scopus
  • Hit : 426
  • Download : 0
DC FieldValueLanguage
dc.contributor.advisorCho, Gye-Chun-
dc.contributor.advisor조계춘-
dc.contributor.authorKwon, Tae-Hyuk-
dc.contributor.author권태혁-
dc.date.accessioned2011-12-13T02:40:46Z-
dc.date.available2011-12-13T02:40:46Z-
dc.date.issued2004-
dc.identifier.urihttp://library.kaist.ac.kr/search/detail/view.do?bibCtrlNo=238343&flag=dissertation-
dc.identifier.urihttp://hdl.handle.net/10203/31092-
dc.description학위논문(석사) - 한국과학기술원 : 건설및환경공학과, 2004.2, [ xii, 182 p. ]-
dc.description.abstractReliable estimation of shear strength of rock mass is important for design of tunnels or underground structures. Especially, the assessment of shear strength of a rock joint is critical because the rock joint is one of the weakest points of rock masses due to its discontinuity. Until now, numerous works have been performed through experimental tests, but it is hard to find a microscale study focusing on asperity geometry or asperity size of a rock joint and its spatial distribution. This thesis centered on the shear behavior of rock joints with respect to micro-scale asperities. The main objectives were to identify the shear mechanism of asperities, to explore the effects of microscale characteristics of asperities on joint shear behavior, and to suggest the theoretical model for prediction of shear behavior of rock joints. First, two failure modes of a rectangular asperity are identified depending on its shape and critical aspect ratio: one mode is a dilative failure with a failure plane of $45-φ_f/2$ and the other is a non-dilative failure with shearing of asperity. The critical aspect ratio, which is used as a failure mode criterion of a rectangular asperity, is a function of peak friction angle, cohesion, and normal stress, and is the most sensitive to peak friction angle. Two shear mechanisms of triangular asperities are reviewed: one is a sliding mode and the other is a shearing mode. The critical inclination angle, which is used as a failure mode criterion of a triangular asperity, is a function of peak friction angle, basic friction angle, cohesion, and normal stress. The shear strength of rectangular and triangular asperities can be determined with peak friction angle, basic friction angle, cohesion, normal stress, and geometric condition of an asperity (e.g., aspect ratio α, inclination angle θ). And also the shear behavior of rectangular and triangular asperities can be predicted with the shear modulus and sliding stiffness of an intact material. ...eng
dc.languageeng-
dc.publisher한국과학기술원-
dc.subjectASPERITY-
dc.subjectSHEAR STRENGTH-
dc.subjectSHEAR BEHAVIOR-
dc.subjectROCK JOINT-
dc.subject에스퍼리티-
dc.subject미시적 특성-
dc.subject절리면-
dc.subject전단강도-
dc.subjectMICROSCALE-
dc.titleShear behavior of rock joints-microscale characterization = 암반 절리면의 전단거동에 대한 미시적 특성 연구-
dc.typeThesis(Master)-
dc.identifier.CNRN238343/325007 -
dc.description.department한국과학기술원 : 건설및환경공학과, -
dc.identifier.uid020023906-
dc.contributor.localauthorCho, Gye-Chun-
dc.contributor.localauthor조계춘-
Appears in Collection
CE-Theses_Master(석사논문)
Files in This Item
There are no files associated with this item.

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0