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Course Outline Wednesday (21 August 2013) VccM=w%*
Morning (8:30-11:30) OI*ZVD)J
Welcome address H_Iim[v#
Innovations of DDA Ap%d<\,Z
Geological Engineering input for Block Theory and DDA 7Pwg+|
Advances and Challenges of DDA 8~.iuFp
Prof DU Xiuli(杜修力) xrfPZBLy
Dr SHI Genhua(石根华) J6eJIKK
Prof Yossef H.Hatzor PEfE'lGj
Prof MA Guowei(马国伟) c6t2Q6zV
Afternoon (2:30-5:30) O+p]3u
Introduction to block theory using the stereographic projection 5/tj
Prof Yossef H.Hatzor Thursday (22 August 2013) xLe
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Morning (8:30-11:30) qZXyi'(d
Finding Key Blocks of slope and tunnels ,.[.SU#V
Drawing single key blocks of slopes and tunnels ZH_FA
Key blocks on the tunnel surfaces $pjf#P8U
P. Londe method for dam foundation stability ]{(l;k9=e
Dr SHI Genhua(石根华) &S<?07Z
Afternoon (2:30-5:30) K2*1T+?X
Forming 2D or 3D blocks from joints xIM8
Statistically producing 2d or 3d joints 2H[=lY
Forming 2d or 3d tunnel systems 6`_! ?u7
Dr SHI Genhua(石根华) Friday (23 August 2013) }iD$4\ L
Morning (8:30-11:30) oDz*~{BHg
Rock stability computations of tunnels by 2D DDA =x=1uXQv5
Rock bolting computation by 2D DDA HmhUc,EC
Rock falling of different tunnel directions by 2D DDA Z"-ntx#
Dr SHI Genhua(石根华) "|F.'qZrm
Afternoon (2:30-5:30) 5.O-(eSa0&
Arch dam foundation stability analysis by 2D DDA tp#Z@5=
Gravity dam foundation stability analysis by 2D DDA ok%EqO
Buttress dam foundation stability analysis by 2D DDA &}>|5>cJu
Dr SHI Genhua(石根华) Saturday (24 August 2013) ]Mn&76fu
Morning (8:30-11:30) f9vcf# 2
Slope sliding limit equilibrium analysis by 2D DDA Yr5iZ~V$
Slope cable support computations by 2D DDA ^CfM|L8>
Slope toppling stability computation by 2D DDA Lwp-2`%
Dr SHI Genhua(石根华) &aY/eD
Afternoon (2:30-5:30) xR*5q1j
2D NMM physical and math mesh producing v>rqOI
2D NMM computations for continuous materials D}mo\
2D NMM computations for block and joint systems &1*4%N@'
What is “Contact Theory” m
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Dr SHI Genhua(石根华) Sunday (25 August 2013) mgo'MW\
Morning (8:30-11:30) 4,j4E@?pG9
Application of DDA to rock engineering problems. F# jCEq
A few new developments of the numerical manifold method '&N: S-
Application of DDA in hydraulic engineering projects iP2U]d~M
Simulation of water permeability using the NMM method 4\&H?:c.
New development of key block theory and applications :/>7$)+
Coupled thermo-hydro-mechanical DDA models for simulating rock fracturing ;:AG2zE!
Prof Yossef H Hatzor l{nB.m2
Prof ZHENG Hong (郑宏) 2^cAK t6bC
Prof WU Aiqing (邬爱清) mG>T`c|r3
Prof WANG Yuan(王媛) o,g6JTh
Prof ZHANG Zixin(张子新) h~,x7]w6
Prof JIAO Yuyong(焦玉勇) Bh\
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Afternoon (2:30-5:30) hm*Th
An explicit version of the numerical manifold method $eK8GMxZ#
Shi’s theory and engineering applications zA2UFax=
Simulation of hydraulic fracturing with DDA /uC+.B9k
Visualization modeling for key block analysis $|>6z_3%
Key block search and applications W3Fy mCI
Block identification ''$`;?t>
Prof MA Guowei (马国伟) |}M~kJ)
Prof PENG Xiaochu(彭效初) &6`
Prof BEN Yuxing (贲宇星) 7J0 ^N7"o
Dr XUE Jian(薛健) UN,<6D3\b
Prof WANG Shuhong(王述红) mw:3q6
Prof YU Qingchun(于青春) 1f+*Tmc5]Q
Evening 3js)niT9u
6:30-8:30 uOyLC<I/
Banquet dinner hosted by Research Centre for Rock Mass Mechanics and Engineering, Beijing University of TechnologyDDA Training Course and Seminars 2013 `K$:r4/[
21-25 August 2013 )3k)2X F
Organized by Research Centre for Rock Mass Mechanics and Engineering, Beijing University of Technology h{Oz*Bq
ISRM Discontinuous Deformation Analysis (DDA) Commission 6>@(/mh*
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