q?z6|]M|u
Course Outline Wednesday (21 August 2013) LoHWk NZ5:
Morning (8:30-11:30) a#H=dIj
Welcome address Bir }X
Innovations of DDA :w_F<2d0
0
Geological Engineering input for Block Theory and DDA 8 DTk<5mW~
Advances and Challenges of DDA Z{#^lhHx
Prof DU Xiuli(杜修力) +C;ZO6%w
Dr SHI Genhua(石根华) B0=:A
Prof Yossef H.Hatzor MSeO#X
Prof MA Guowei(马国伟) Js+d4``W
Afternoon (2:30-5:30) XBhWj\`(T
Introduction to block theory using the stereographic projection A`(p6 H"s
Prof Yossef H.Hatzor Thursday (22 August 2013) 4W9 !_:j(j
Morning (8:30-11:30) qq-&z 6;$
Finding Key Blocks of slope and tunnels ==x3|^0y
Drawing single key blocks of slopes and tunnels qU8UKI P
Key blocks on the tunnel surfaces 6uDA{[OH
P. Londe method for dam foundation stability UEo,:zeN[
Dr SHI Genhua(石根华) d1e'!y}R5
Afternoon (2:30-5:30) N=D
Ynz_~
Forming 2D or 3D blocks from joints NOyL Za'
Statistically producing 2d or 3d joints >|0yH9af
Forming 2d or 3d tunnel systems ?f']*pD8
Dr SHI Genhua(石根华) Friday (23 August 2013) ~b\7 qx_a9
Morning (8:30-11:30) `m<="No
Rock stability computations of tunnels by 2D DDA &Wd,l$P<O
Rock bolting computation by 2D DDA QZ{&7mc>
Rock falling of different tunnel directions by 2D DDA x|0Q\<mEe
Dr SHI Genhua(石根华) u4VQx,,
Afternoon (2:30-5:30) 1@)]+* F*z
Arch dam foundation stability analysis by 2D DDA F/j=rs,*|D
Gravity dam foundation stability analysis by 2D DDA zQ{ Q>"-
Buttress dam foundation stability analysis by 2D DDA t{~"vD9Am
Dr SHI Genhua(石根华) Saturday (24 August 2013) u
MzefRN
Morning (8:30-11:30) QX%m4K/a
Slope sliding limit equilibrium analysis by 2D DDA 1)_f9G R
Slope cable support computations by 2D DDA 344,mnAd
Slope toppling stability computation by 2D DDA p5F[( H|9
Dr SHI Genhua(石根华) ~ $r^Ur!E\
Afternoon (2:30-5:30) 7vr)JT=
2D NMM physical and math mesh producing gEKJrAA
2D NMM computations for continuous materials gp- wl u4
2D NMM computations for block and joint systems CyG @
What is “Contact Theory” EVO5+
Dr SHI Genhua(石根华) Sunday (25 August 2013) q 4 Ye
Morning (8:30-11:30) A!^K: S:@
Application of DDA to rock engineering problems. JS(KCY 9
A few new developments of the numerical manifold method hN\E8"To
Application of DDA in hydraulic engineering projects ^ Jnp\o>
Simulation of water permeability using the NMM method mf}?z21vD
New development of key block theory and applications pvmm" f
Coupled thermo-hydro-mechanical DDA models for simulating rock fracturing AN: ,t(w
Prof Yossef H Hatzor {h9#JMIA
Prof ZHENG Hong (郑宏) ls*^ 3^O
Prof WU Aiqing (邬爱清) ] (MXP,R
Prof WANG Yuan(王媛) }i[i{lKj
Prof ZHANG Zixin(张子新) Br#]FB|tD
Prof JIAO Yuyong(焦玉勇) ZLL0 6p
Afternoon (2:30-5:30) P:*'x9`
An explicit version of the numerical manifold method VKN^gz
Shi’s theory and engineering applications _|A)ueY
Simulation of hydraulic fracturing with DDA k(^zhET
Visualization modeling for key block analysis TP^.]I O-
Key block search and applications QyHUuG|g
Block identification &q":o 'q
Prof MA Guowei (马国伟) :eIB K
Prof PENG Xiaochu(彭效初) |;D[Al5AMc
Prof BEN Yuxing (贲宇星) v jXvjv{t
Dr XUE Jian(薛健) ^kt"n( P5
Prof WANG Shuhong(王述红) 0.@/I}R[
Prof YU Qingchun(于青春) ];uvE? 55
Evening }1 _gemlf
6:30-8:30 -q+Fj; El
Banquet dinner hosted by Research Centre for Rock Mass Mechanics and Engineering, Beijing University of TechnologyDDA Training Course and Seminars 2013 m%Ef]({I
21-25 August 2013 J=\Y 4- "
Organized by Research Centre for Rock Mass Mechanics and Engineering, Beijing University of Technology iicrRGp3
ISRM Discontinuous Deformation Analysis (DDA) Commission M/1Q/;0P
l >qCT
