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Course Outline Wednesday (21 August 2013) snNB;hkj
Morning (8:30-11:30) JV8*;n%}-
Welcome address b_u;
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Innovations of DDA kY9$ M8b
Geological Engineering input for Block Theory and DDA yigq#h^
Advances and Challenges of DDA *.VNyay
Prof DU Xiuli(杜修力) d/ @P;YN!
Dr SHI Genhua(石根华) U7e2NES
Prof Yossef H.Hatzor TTWiwPo59
Prof MA Guowei(马国伟) Ls3r( Tf
Afternoon (2:30-5:30) JuOCOl\
Introduction to block theory using the stereographic projection DMSC(Sz
Prof Yossef H.Hatzor Thursday (22 August 2013) ka{!' ^
Morning (8:30-11:30) b2j~"9
Finding Key Blocks of slope and tunnels I47sq z7
Drawing single key blocks of slopes and tunnels W&[-QM8
Key blocks on the tunnel surfaces fQ-IM/z
P. Londe method for dam foundation stability ]US!3R^
Dr SHI Genhua(石根华) W59 xe&l
Afternoon (2:30-5:30) - (q7"h
Forming 2D or 3D blocks from joints T-x9IoE
Statistically producing 2d or 3d joints 'F:Tv[qx
Forming 2d or 3d tunnel systems W[e2J&G
Dr SHI Genhua(石根华) Friday (23 August 2013) K$s{e0
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Morning (8:30-11:30) i[z#5;x+<
Rock stability computations of tunnels by 2D DDA 1zCgPiAem
Rock bolting computation by 2D DDA 79k+R9m
Rock falling of different tunnel directions by 2D DDA dQAF;L
Dr SHI Genhua(石根华) cK\?wZ| Y
Afternoon (2:30-5:30) ,% .)mf
Arch dam foundation stability analysis by 2D DDA L.S/M v
Gravity dam foundation stability analysis by 2D DDA _Kh8
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Buttress dam foundation stability analysis by 2D DDA 8%a
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Dr SHI Genhua(石根华) Saturday (24 August 2013) wSdiF-ue
Morning (8:30-11:30) 0,8RA_Ca}
Slope sliding limit equilibrium analysis by 2D DDA \JCpwNT{P
Slope cable support computations by 2D DDA r;>.*60AT
Slope toppling stability computation by 2D DDA \NKw,`/
Dr SHI Genhua(石根华) _?K,Jc8j.
Afternoon (2:30-5:30) %WX^']p
2D NMM physical and math mesh producing mgodvX
2D NMM computations for continuous materials *D`$oK,U
2D NMM computations for block and joint systems 7xO~v23oe
What is “Contact Theory” 9/I
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Dr SHI Genhua(石根华) Sunday (25 August 2013) #/_ VY.
Morning (8:30-11:30) :2XX~|
Application of DDA to rock engineering problems. ~at:\h4:
A few new developments of the numerical manifold method F ^m;xy
Application of DDA in hydraulic engineering projects # $'H?lO
Simulation of water permeability using the NMM method Gq%,'amf
New development of key block theory and applications m& D#5C
Coupled thermo-hydro-mechanical DDA models for simulating rock fracturing +Z=y/wY
Prof Yossef H Hatzor =8"xQ>D62
Prof ZHENG Hong (郑宏) M=4b
Prof WU Aiqing (邬爱清) e)87
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Prof WANG Yuan(王媛) EN8xn9M?
Prof ZHANG Zixin(张子新) qagR?)N)u
Prof JIAO Yuyong(焦玉勇) u%=2g'+)_
Afternoon (2:30-5:30) 6.[3N~pq
An explicit version of the numerical manifold method lg{/5gQG
Shi’s theory and engineering applications QR<<O
Simulation of hydraulic fracturing with DDA 5{v uN)K3
Visualization modeling for key block analysis [81q 0@
Key block search and applications @Q&k6.{4Z
Block identification J: I@kM
Prof MA Guowei (马国伟) b d C
Prof PENG Xiaochu(彭效初) hrXk 7}9
Prof BEN Yuxing (贲宇星) &;<'AF
Dr XUE Jian(薛健) qG]0z_dPE~
Prof WANG Shuhong(王述红) Fr (;C>
Prof YU Qingchun(于青春) PR,8c
Evening %J9+`uSl
6:30-8:30 7?);wh 7`
Banquet dinner hosted by Research Centre for Rock Mass Mechanics and Engineering, Beijing University of TechnologyDDA Training Course and Seminars 2013 c'5ls7?}O{
21-25 August 2013 {.e^1qE
Organized by Research Centre for Rock Mass Mechanics and Engineering, Beijing University of Technology sk3AwG;A
ISRM Discontinuous Deformation Analysis (DDA) Commission m3&