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Course Outline Wednesday (21 August 2013) *_CzCl^
Morning (8:30-11:30) 0`%Ask
Welcome address .Arcsg
Innovations of DDA <X~P62<
Geological Engineering input for Block Theory and DDA k{-#2Qz
Advances and Challenges of DDA XCUU(H
Prof DU Xiuli(杜修力) Uy5G,!
Dr SHI Genhua(石根华) |.Vs(0O
Prof Yossef H.Hatzor Xjs`iK=w
Prof MA Guowei(马国伟) ,)%$Zxng
Afternoon (2:30-5:30) |h* rkLY
Introduction to block theory using the stereographic projection 1&#qq*{
Prof Yossef H.Hatzor Thursday (22 August 2013) ~"}o^#@DwJ
Morning (8:30-11:30) mq6TwM
Finding Key Blocks of slope and tunnels ^q)AO?_
Drawing single key blocks of slopes and tunnels =dDr:Y<@*
Key blocks on the tunnel surfaces X&s"}Hf
P. Londe method for dam foundation stability Ic')L*i7O
Dr SHI Genhua(石根华) /YHAU5N/}
Afternoon (2:30-5:30) =Cg1I\
Forming 2D or 3D blocks from joints ;?.w!|6
Statistically producing 2d or 3d joints {dXmSuO
Forming 2d or 3d tunnel systems ]@A}v\wa
Dr SHI Genhua(石根华) Friday (23 August 2013) ()o[(Hx+ph
Morning (8:30-11:30) 35/K9l5
Rock stability computations of tunnels by 2D DDA Td,s"p>Vq
Rock bolting computation by 2D DDA U2vM|7]VP
Rock falling of different tunnel directions by 2D DDA @M&qH[tK-A
Dr SHI Genhua(石根华) i.Z iLDs\7
Afternoon (2:30-5:30) 5Vj O:>
Arch dam foundation stability analysis by 2D DDA nR`)kORc
Gravity dam foundation stability analysis by 2D DDA br%l>Y\"
Buttress dam foundation stability analysis by 2D DDA r<c&;*
Dr SHI Genhua(石根华) Saturday (24 August 2013) xZ(ryE%
Morning (8:30-11:30) i)th] 1K%
Slope sliding limit equilibrium analysis by 2D DDA B!1Bg9D
Slope cable support computations by 2D DDA &(X 67
Slope toppling stability computation by 2D DDA ]8/g[Ii
Dr SHI Genhua(石根华) O
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Afternoon (2:30-5:30) <rxtdI"3
2D NMM physical and math mesh producing \wF-[']N
2D NMM computations for continuous materials SFR<T
2D NMM computations for block and joint systems C`qE ,2.
What is “Contact Theory” BlfadM;
Dr SHI Genhua(石根华) Sunday (25 August 2013) WS//0
Morning (8:30-11:30) X^Fc^U8
Application of DDA to rock engineering problems. qPBOt;N
A few new developments of the numerical manifold method pGd@%/]AO
Application of DDA in hydraulic engineering projects bs0[ a 1/
Simulation of water permeability using the NMM method =SD^Jl{H
New development of key block theory and applications }#h`1 uV
Coupled thermo-hydro-mechanical DDA models for simulating rock fracturing ZI.Czzx\=
Prof Yossef H Hatzor 3,?LpdTS
Prof ZHENG Hong (郑宏) 3~1Gts
Prof WU Aiqing (邬爱清) 4W#DLip9
Prof WANG Yuan(王媛) SHT`
Prof ZHANG Zixin(张子新) :!Nx'F9a
Prof JIAO Yuyong(焦玉勇) ow{J;vFy\
Afternoon (2:30-5:30) %n6NVi_[
An explicit version of the numerical manifold method Eq|5PE^7
Shi’s theory and engineering applications C8x9 Jrc
Simulation of hydraulic fracturing with DDA \/64Xv3L0
Visualization modeling for key block analysis ZUkM8M$c
Key block search and applications C\4d.~C:w3
Block identification 05:?5M4};
Prof MA Guowei (马国伟) q@g#DP+C
Prof PENG Xiaochu(彭效初) O?ODfO+>
Prof BEN Yuxing (贲宇星) ]
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Dr XUE Jian(薛健) "
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Prof WANG Shuhong(王述红) v: veKA
Prof YU Qingchun(于青春) 6_:I~TTX
Evening C^;>HAK|F
6:30-8:30 O>'tag
Banquet dinner hosted by Research Centre for Rock Mass Mechanics and Engineering, Beijing University of TechnologyDDA Training Course and Seminars 2013 4/%Y@Z5
21-25 August 2013 yj=OR|v
Organized by Research Centre for Rock Mass Mechanics and Engineering, Beijing University of Technology zU0SlRFu
ISRM Discontinuous Deformation Analysis (DDA) Commission E*h!{)z@F
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