By Xia-Ting Feng
Principles is the 1st quantity of the five-volume set Rock Mechanics and Engineering and comprises twenty-four chapters from key specialists within the following fields:
- Rock Stress;
- power Criteria;
- Modeling Rock Deformation and Failure.
The five-volume set “Comprehensive Rock Engineering”, which was once released in 1993, has had an immense impact at the improvement of rock mechanics and rock engineering. major and large advances and achievements in those fields over the past two decades now justify the publishing of a similar, new compilation. Rock Mechanics and Engineering represents a hugely prestigious, multi-volume paintings edited by way of Professor Xia-Ting Feng, with the editorial suggestion of Professor John A. Hudson. This new compilation bargains an incredibly wideranging and entire review of the cutting-edge in rock mechanics and rock engineering and consists of peer-reviewed, committed contributions by means of all of the key specialists world wide.
Key gains of this set are that it presents a scientific, international precis of latest advancements in rock mechanics and rock engineering practices in addition to watching for destiny advancements within the fields. members are worldrenowned specialists within the fields of rock mechanics and rock engineering, although more youthful, proficient researchers have additionally been integrated. the person volumes hide an incredibly wide variety of issues grouped less than 5 overarching subject matters: rules (Vol. 1), Laboratory and box trying out (Vol. 2), research, Modelling and layout (Vol. 3), Excavation, help and tracking (Vol. four) and floor and Underground tasks (Vol. 5).
This multi-volume paintings units a brand new commonplace for rock mechanics and engineering compendia and should be the go-to source for all engineering pros and lecturers fascinated with rock mechanics and engineering for years to come.
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Extra resources for Rock Mechanics and Engineering Volume 1 : Principles
It is a porous limestone that is beige in color which is widely found in the UK. Also, for conducting mode I and mode II tests using the chevron notched specimens, a white, coarse grain and relatively homogenous marble (Harsin marble) excavated from the west of Iran was selected. For mode I fracture toughness testing on Guiting limestone, a BD specimen and two SCB specimens (labeled by SCB1 and SCB2) were used. For conducting both pure mode I and pure mode II fracture tests on marble a chevron-notched Brazilian disk was employed.
An improved model for hydro-mechanical coupling during shearing of rock joints. Int. J. Rock Mech. Min. Sci. and Geomech. Abstr. 38: 317–329. Pergamon. F. 1966. Multiple modes of shear failure in rock and related materials. D. Thesis, University of Illinois, 282p. D. W. 1977. Elastic and transport properties of in situ jointed granite. Int. J. Rock Mech. Min. Sci. 14: 35–45. UK: Pergamon. D. 2007. Reservoir geomechanics. Cambridge Univ. Press. 461p. M. R. , School of Mechanical Engineering, Iran University of Science and Technology (IUST), Narmak, Tehran, Iran Abstract: The presence of heterogeneity, bedding planes, porosity, inherent defects etc.
Cohesion is ignored (this is conservative) but the three remaining fracture, joint, and ﬁlled-discontinuity components are imagined, for ease of hand calculation, to mobilize at the same strains. g. 25 MPa capable of shearing because of adverse orientations. There may also be clay-ﬁlled shear zones or faults, with their smaller-and-later response. A crude and non-conservative way to make allowance for the different components, and assume (when estimating by hand) that contributions can be added as if occurring at the same strain, but with the smallest-strain cohesion ignored, is illustrated in Table 1.