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Course Outline Wednesday (21 August 2013) \XO'7bNu-
Morning (8:30-11:30) I1#MS4;$^
Welcome address K)
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Innovations of DDA \8g=
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Geological Engineering input for Block Theory and DDA Ylyk/
Advances and Challenges of DDA 0gGr/78
Prof DU Xiuli(杜修力) Y^nm{ ;G+
Dr SHI Genhua(石根华) {
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Prof Yossef H.Hatzor U^eos;:s8
Prof MA Guowei(马国伟) T2n3g|4
Afternoon (2:30-5:30) i5=~tS
Introduction to block theory using the stereographic projection #h P>IU
Prof Yossef H.Hatzor Thursday (22 August 2013) :>/6:c?atG
Morning (8:30-11:30) :[CEHRc7x
Finding Key Blocks of slope and tunnels *<[zG7+&[
Drawing single key blocks of slopes and tunnels , 6Jw
Key blocks on the tunnel surfaces m\XG7uo~
P. Londe method for dam foundation stability ~4|Tr z2T
Dr SHI Genhua(石根华) #WJ*)$A@&
Afternoon (2:30-5:30) Pf/8tXs}
Forming 2D or 3D blocks from joints LlS~J K
Statistically producing 2d or 3d joints 1Vx5tOq
Forming 2d or 3d tunnel systems >q0%yh-
Dr SHI Genhua(石根华) Friday (23 August 2013) 0m=57c$O
Morning (8:30-11:30) |fIyq}{7
Rock stability computations of tunnels by 2D DDA pp@B]We
Rock bolting computation by 2D DDA 7>f"4r_r6<
Rock falling of different tunnel directions by 2D DDA 7xQ:[P!G+
Dr SHI Genhua(石根华) Y%?*Lj|
Afternoon (2:30-5:30) jEwt1S V
Arch dam foundation stability analysis by 2D DDA ~A1!!rJX
Gravity dam foundation stability analysis by 2D DDA oam;hmw
Buttress dam foundation stability analysis by 2D DDA V#b=mp
Dr SHI Genhua(石根华) Saturday (24 August 2013) =R~zD4{"
Morning (8:30-11:30) Zxhbnl6
Slope sliding limit equilibrium analysis by 2D DDA ?3 k_YN"
Slope cable support computations by 2D DDA s2GF*{
Slope toppling stability computation by 2D DDA RKE"}|i+S
Dr SHI Genhua(石根华) 0:>hK\F#
Afternoon (2:30-5:30) 3kk^hvB+f
2D NMM physical and math mesh producing f0j]!g
2D NMM computations for continuous materials (Li0*wRb
2D NMM computations for block and joint systems t=xEUOQAn
What is “Contact Theory” G~v:@
Dr SHI Genhua(石根华) Sunday (25 August 2013) cs?WE9N
Morning (8:30-11:30) #r]Z2Y]
Application of DDA to rock engineering problems. dq`{fqGl
A few new developments of the numerical manifold method 7Xu# |k
Application of DDA in hydraulic engineering projects q*|Alrm
Simulation of water permeability using the NMM method fISK3t/=C
New development of key block theory and applications >Q!}tbg~9
Coupled thermo-hydro-mechanical DDA models for simulating rock fracturing 9cUa@;*1
Prof Yossef H Hatzor L<0_e^8
Prof ZHENG Hong (郑宏) V=dOeuYd
Prof WU Aiqing (邬爱清) O,|NOz
Prof WANG Yuan(王媛) lux
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Prof ZHANG Zixin(张子新) >X
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Prof JIAO Yuyong(焦玉勇) zSQy
Afternoon (2:30-5:30) F]P sS(
An explicit version of the numerical manifold method z<mN-1PM7&
Shi’s theory and engineering applications )\ceanS
Simulation of hydraulic fracturing with DDA N0Y4m_dm*
Visualization modeling for key block analysis @ci..::5
Key block search and applications bT&{8a
Block identification l>b'b e9
Prof MA Guowei (马国伟) H$C*&p
Prof PENG Xiaochu(彭效初) 0VSIyG_Z
Prof BEN Yuxing (贲宇星) A8{ xZsH
Dr XUE Jian(薛健) j&_>_*.y
Prof WANG Shuhong(王述红) kj[boxN
Prof YU Qingchun(于青春) =CRptk6tS
Evening NytTyk)
6:30-8:30 8K?}!$fz
Banquet dinner hosted by Research Centre for Rock Mass Mechanics and Engineering, Beijing University of TechnologyDDA Training Course and Seminars 2013 n#b{
21-25 August 2013 'JJKnE zQ
Organized by Research Centre for Rock Mass Mechanics and Engineering, Beijing University of Technology !ess.U&m'
ISRM Discontinuous Deformation Analysis (DDA) Commission `dG;SM$T,
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