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Course Outline Wednesday (21 August 2013) V 8n}"
Morning (8:30-11:30) p%3' ;7W\
Welcome address !^8'LMY<I
Innovations of DDA #e 8CuS
Geological Engineering input for Block Theory and DDA
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Advances and Challenges of DDA FfD2
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Prof DU Xiuli(杜修力) Ei}DA=:s
Dr SHI Genhua(石根华) Ym F`7W
Prof Yossef H.Hatzor Z< &:
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Prof MA Guowei(马国伟) D(h|r^5
Afternoon (2:30-5:30) .S?,%4v%%
Introduction to block theory using the stereographic projection }\gpO0Ox
Prof Yossef H.Hatzor Thursday (22 August 2013) Uj!L:u2b
Morning (8:30-11:30) (qPZEZKx
Finding Key Blocks of slope and tunnels 2ZE4^j|
Drawing single key blocks of slopes and tunnels 7XR[`Tn 9<
Key blocks on the tunnel surfaces !. 0W?6yo
P. Londe method for dam foundation stability I gFz[)
Dr SHI Genhua(石根华) U{a h A
Afternoon (2:30-5:30) A@DIq/^xM
Forming 2D or 3D blocks from joints Q| xPm:
Statistically producing 2d or 3d joints Wq,UxMz
Forming 2d or 3d tunnel systems Q45rP4mQ
Dr SHI Genhua(石根华) Friday (23 August 2013) Pv0+`>):
Morning (8:30-11:30) O$&p<~
Rock stability computations of tunnels by 2D DDA S:1! )7
Rock bolting computation by 2D DDA {ld([
Rock falling of different tunnel directions by 2D DDA VF YJXR{
Dr SHI Genhua(石根华) rcyH2)Y/e
Afternoon (2:30-5:30) [fW:%!Y'
Arch dam foundation stability analysis by 2D DDA 4e%SF|(Y'h
Gravity dam foundation stability analysis by 2D DDA P AKh v.7
Buttress dam foundation stability analysis by 2D DDA w^ DAu1
Dr SHI Genhua(石根华) Saturday (24 August 2013) :$}67b)MO
Morning (8:30-11:30) ~?L. n:wu
Slope sliding limit equilibrium analysis by 2D DDA F[ ? t"d
Slope cable support computations by 2D DDA 7
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Slope toppling stability computation by 2D DDA KRXe\Sx
Dr SHI Genhua(石根华) Q7Dkh KT
Afternoon (2:30-5:30) Wg$MKc9Vy[
2D NMM physical and math mesh producing H>Fy 2w
2D NMM computations for continuous materials eA+6-'qN
2D NMM computations for block and joint systems LXK+WB/s
What is “Contact Theory” 9k *'5(D4S
Dr SHI Genhua(石根华) Sunday (25 August 2013) }RyYzm2
Morning (8:30-11:30) |UlS cUI,
Application of DDA to rock engineering problems. (TY^
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A few new developments of the numerical manifold method zF{ z_c#3@
Application of DDA in hydraulic engineering projects i\t4TdEx(
Simulation of water permeability using the NMM method ,$*IJeKx
New development of key block theory and applications _C*}14
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Coupled thermo-hydro-mechanical DDA models for simulating rock fracturing >G-D& A+
Prof Yossef H Hatzor .79'c%3}
Prof ZHENG Hong (郑宏) T
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Prof WU Aiqing (邬爱清) FJ2^0s/"
Prof WANG Yuan(王媛) TnKe"TA|9
Prof ZHANG Zixin(张子新) Z#Zk)
Prof JIAO Yuyong(焦玉勇) ZM)a4h,kcm
Afternoon (2:30-5:30) /#Xz+#SqY
An explicit version of the numerical manifold method k*n5+[U^tP
Shi’s theory and engineering applications n=yFw\w'
Simulation of hydraulic fracturing with DDA `Y(/G"]
Visualization modeling for key block analysis e8gD(T
Key block search and applications "C0oFRk
Block identification Nz]\%c/-
Prof MA Guowei (马国伟) H ~$a6T"&
Prof PENG Xiaochu(彭效初) U| y+k`
Prof BEN Yuxing (贲宇星) )P,jpE8
Dr XUE Jian(薛健) 3 -Ti'xM
Prof WANG Shuhong(王述红) 7%?A0%>6G
Prof YU Qingchun(于青春) N:d" {k
Evening f -23.]`v
6:30-8:30 J@)6]d/,
Banquet dinner hosted by Research Centre for Rock Mass Mechanics and Engineering, Beijing University of TechnologyDDA Training Course and Seminars 2013 )9PQ j
21-25 August 2013 Uh9$e
Organized by Research Centre for Rock Mass Mechanics and Engineering, Beijing University of Technology $)\ocs O
ISRM Discontinuous Deformation Analysis (DDA) Commission Uq[NO JC
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