Research on equivalent processes of rock mass parameters with anchor piles

Citation
Hk. Chen et al., Research on equivalent processes of rock mass parameters with anchor piles, APP MATH ME, 22(8), 2001, pp. 965-971
Citations number
6
Language
INGLESE
art.tipo
Article
Categorie Soggetti
Mechanical Engineering
Journal title
APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION
ISSN journal
0253-4827 → ACNP
Volume
22
Issue
8
Year of publication
2001
Pages
965 - 971
Database
ISI
SICI code
0253-4827(200108)22:8<965:ROEPOR>2.0.ZU;2-C
Abstract
Using normal and shear rigid coefficients of intact rock and fracture plane , rigidly normal, shear equivalent rigid coefficients of fissure rock mass are conducted. On the basis of hypotheses of small displacement of rock mas s, principle of superposition, irrelevance of strength parameters C and T a nd Coulomb theory, formulas to calculate equivalent strength parameters C a nd phi of equivalent continuous mass from fissured rock mass with anchor pi les are given. The achievement is extremely valuable in integral stability analysis of the rock mass slope and important in promoting the research of the rock mass's constitutive relation.