Results 241 to 250 of about 111,840 (308)

Stability of surrounding rock in roadways with fractured rock mass: mechanisms and effects of layout optimization. [PDF]

Sci Rep
Hao H, Tian B, Li G, Sun Y, Hang Y, He J, Yuan Y.   +6 more
europepmc   +1 more source

Experimental Study on Shear Characteristics of Filled Joints Anchored by Basalt Fiber-Reinforced Polymer Materials. [PDF]

Materials (Basel)
Luan H, Shi Q, Wang C, Jiang Y, Zhang S, Liu J, Liu K.   +6 more
europepmc   +1 more source

Shape characteristics and deformation properties of granite crushed stone during compression. [PDF]

Sci Rep
Liu C, Quan D, Wang Q, Su X.
europepmc   +1 more source

A Macro-meso damage coupling rock mass damage model based on improved internal crack analysis. [PDF]

PLoS One
Liang H, He M, Zhao H, Zhang Y, Lu Q, Hao S, Gong Z, Guan H.   +7 more
europepmc   +1 more source

Dynamic rockfall risk assessment using multi-source data fusion and 3D simulation: a case study of Jiaohua rock. [PDF]

Sci Rep
Zhao X, Fen W, Dai Z, Jiao W, Geng J, Xiong Q, Zhang N.   +6 more
europepmc   +1 more source

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closure of rock joints

Journal of Geophysical Research: Solid Earth, 1986
Previously we verified experimentally that a generalized form of the Greenwood‐Williamson theory describing the elastic contact of two random surfaces adequately predicts the closure of joints in fused silica glass samples. Here we present a similar analysis for experiments on rock.
Stephen R. Brown, Christopher H. Scholz
openaire   +2 more sources

Rock joints — BEM computations

1995
Publisher Summary This chapter discusses the boundary element methods that allow the modeling of a continuum, which contains joints and faults. The two main methods of analysis described are the displacement discontinuity method and the multiregion boundary element method.
G. Beer, B.A. Poulsen
openaire   +1 more source

Progressive failure of jointed rocks

International Journal of Rock Mechanics and Mining Sciences, 2004
As jointed rocks consist of joints embedded within blocks of ‘intact’ rock, the behaviour of these rocks will depend on the behaviour of the joints and the intact rock blocks. In jointed rocks, there are two levels of heterogeneity: (1) the differences in properties between the rock blocks and the joints and (2) the heterogeneity within the rock blocks
Tham, LG, Yang, TH, Tang, CA
openaire   +3 more sources