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    N. Barton.
<B>The Shear Strength of Rock and Rock Joints.</B>
1976.
<I>Int. J. Rock Mech. Min. Sci. \& Geomech. Abstr.,</I> 13:255-279.
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N. Bi'cani'c and D. Ponniah and J. Robinson.
2001.
Chapter in Computational Modelling of Masonry, Brickwork and Blockwork Structures.
Saxe-Coburg Publications.

Y. Cai.
Numerical simulation od dynamic process of the Tangshan earthquake by a new method --- LDDA.
2000.
Pure. appl. geophys., 157:2083-2104.

C. S. Chang.
Nonlinear dynamic discontinuous deformation analysis with finite element meshed block system.
1994.
Ph. D. thesis, University of California, Berkeley.

G. Chen and Y. Ohnishi.
Slope Stability Analysis using Discontinuous Deformation Analysis Method.
1999.
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Proceedings of the 37th U. S. Rock Mechanics Symposium.

W.-S. Chen and X.-G. Gu and X.-R. Ge.
A new discrete element method and its application in engineering.
1994.
in Computer Methods and Advances in Geomechanics, pages 883-887.
Proceedings of the Eighth International Conference on Computer Methods and Advances in Geomechanics.

S. Chen and J. C. Chern and C. Y. Koo.
Performance prediction of tunnel excavation in clean cobble-gravel deposits by DDA method.
1996.
in Rock Mechanics: Tools and Techniques---Proceedings of the 2nd North American Rock Mechanics Symposium, pages 2017.

Y. M. Cheng and Y. H. Zhang.
Rigid body rotation and block internal discretization in DDA analysis.
2000.
International Journal for Numerical and Analytical Methods in Geomechanics, 24:567-578.

D. M. Doolin and N. Sitar.
<B>Time integration in discontinuous deformation analysis DDA.</B>
2004.
<I>ASCE Journal of Engineering Mechanics,</I> 130:249-258.
<P>

D. M. Doolin and N. Sitar.
Unified framework for discontinuous deformation analysis and the distinct element method.
2003.
IJNME.

D. M. Doolin.
Preliminary results unifying discontinuous deformation analysis (DDA) and the distinct element method (DEM).
2003.
in Development and Application 
, pages 119-128.
Balkema, Rotterdam.

D. M. Doolin.
Mathmetical structure and numerical accuracy of discontinuous deformation analysis.
2002.
Ph. D. thesis, University of California, Berkeley.

D. M. Doolin and N. Sitar.
Displacement accuracy of discontinuous deformation analysis method applied to sliding block.
2002.
ASCE Journal of Engineering Mechanics, 128:1158-1168.

D. M. Doolin and N. Sitar.
Accuracy of the DDA method for frictionless impact.
2002.
in Mining and Tunnelling Innovation and Opportunity, pages 1289-1296.
North American Rock Mechanics Symposium--Tunneling Association of Canada.
Balkema, Rotterdam, Toronto, Canada.

D. M. Doolin and N. Sitar.
<B>DDAML --- Discontinuous deformation analysis markup language.</B>
2001.
<I>Int. J. Rock Mech. Min. Sci. \& Geomech. Abstr.,</I> 38:467-474.
<P>

D. M. Doolin and N. Sitar.
<B>Accuracy of the DDA method with respect to a single sliding block.</B>
2001.
in <I>Rock Mechanics in the National Interest, proceedings of the 38th U.S. Rock Mechanics Symposium,</I> pages 1429-1435.
American Rock Mechanics Association.
Balkema, Rotterdam, Washington D.C..
	<P align="justify">

<a name="Moosavi"></a>M. Moosavi, R. Grayeli<font FACE="Times New Roman" SIZE="3">.
<b>A model for cable bolt-rock mass interaction: Integration with discontinuous 
deformation analysis (DDA) algorithm</b>. 2006. <i>Int. J. Rock Mech. &amp; Min. Sci.</i>, 
43:661-670. </font>
	<P>

V. K. Garga and B-L. Wang.
A Numerical method for modelling large displacements of jointed rocks. II. Modeling of rock bolts and groundwater and applications.
1993.
Canadian Geotechnical Journal, 30:109-123.

R. Hamajima and T. Suzuki and Y. Nakai and S. Han.
Analysis for discontinuous medium considering elemental deformation.
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in Computer Methods and Advances in Geomechanics, pages 821-826.
Proceedings of the Eighth International Conference on Computer Methods and Advances in Geomechanics.

Y. H. Hatzor and Y. Zaslavsky and A. A. Arzi and A. Shapira.
Fully dynamic stability analysis of jointed rock slopes using the DDA method: king Herod's palace, Masada.
2004.
Int. J. Rock Mech. Min. Sci. \& Geomech. Abstr., 41:813-832.

Y. H. Hatzor and A. Feintuch.
<B>The validity of dynamic block displacement prediction using DDA.</B>
2001.
<I>Int. J. Rock Mech. Min. Sci. \& Geomech. Abstr.,</I> 38:599-606.
<P>

Y. H. Hatzor.
Dynamic rock slope stability analysis at Masada National Monument using Block Theory and DDA.
1999.
in Proceedings of 37th U.S. Rock Mechanics Symposium, pages 63-70.
Balkema, Rotterdam.

Y. H. Hatzor and R. Benary.
The Stability of a Laminated Voussoir Beam: Back Analysis of a Historic Roof Collpse Using DDA.
1998.
Int. J. Rock Mech. Min. Sci. \& Geomech. Abstr., 35:165-181.

L. B. Hilbert, Jr. and W. Yi and N. G. W. Cook and Y. Cai and G.-P. Liang.
A new discontinuous finite element method for interaction of many deformable bodies in geomechanics.
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in Computer Methods and Advances in Geomechanics, pages 831-836.
Proceedings of the Eighth International Conference on Computer Methods and Advances in Geomechanics.

L. B. Hilbert.
Substructuring and Domain decomposition Techniques for Analysis of Discontinuous Media.
1995.
Ph. D. thesis, University of California, Berkeley.

S. M. Hsiung and G.-H. Shi.
Simulation of earthquake effects on underground excavations using Discontinuous Deformation Analysis (DDA).
2001.
in Rock Mechanics in the National Interest, proceedings of the 38th U.S. Rock Mechanics Symposium, pages 1413-1420.
American Rock Mechanics Association.
Balkema, Rotterdam, Washington D.C..

S. M. Hsiung.
Discontinuous Deformation Analysis (DDA) with nth order polynomial displacement functions.
2001.
in Rock Mechanics in the National Interest, proceedings of the 38th U.S. Rock Mechanics Symposium, pages 1437-1444.
American Rock Mechanics Association.
Balkema, Rotterdam, Washington D.C..

T.-K. Huang.
Mechanical behavior of interconnected concrete-block retaining wall.
1997.
ASCE Journal of Geotechnical and Geoenvironmental Engineering, 123:197-203.

Q. H. Jiang and M. R. Yeung.
A Model of Point-to-Face Contact for Three-Dimensional Discontinuous Deformation Analysis.
2003.
Rock Mechanics and Rock Engineering.

L. Jing and Y. Ma and Z. Fang.
Modeling of fluid flow and solid deformation for fractured rocks with discontinuous deformation analysis (DDA) method.
2001.
Int. J. Rock Mech. Min. Sci. \& Geomech. Abstr., 38:343-355.

L. Jing.
Block System construction for three-dimensional discrete element models of fractured rocks.
2000.
Int. J. Rock Mech. Min. Sci. \& Geomech. Abstr., 37:645-659.

L. Jing.
Formulation of discontinuous deformation analysis (DDA)---an implicit discrete element model for block systems.
1998.
Engineering Geology, 49:371-381.

D. A. Horner and J. F. Peters and A. Carillo.
Large Scale Discrete Element Modeling of Vehicle-Soil Interaction.
2001.
ASCE Journal of Engineering Mechanics, pages 1027-1032.

M. Jurasius.
Rock slope kinematics of the Mission Peak landslide, Fremont, California.
2002.
Master's thesis, San Jose State University.

T.-C. Ke and J. Bray.
Modeling of Particulate Media Using Discontinuous Deformation Analysis.
1995.
Journal of Engineering Mechanics, 121:1234-1243.

T-C. Ke and J-H. Tang.
Modeling of solid-fluid interactions using the manifold method.
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2nd North American Rock Mechanics Symposium.

T. C. Ke.
Simulated testing of two-dimensional heterogeneous and discontinuous rock masses using discontinuous deformation analysis.
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Ph. D. thesis, University of California, Berkeley.

Y.-I. Kim and B. Amadei and E. Pan.
Modeling the effect of water, excavation sequence and rock reinforcement with discontinuous deformation analysis.
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Y. I. Kim and B. Amadei and E. Pan.
Modeling the Effect of geology on uplift in concrete gravity dam foundations.
1999.
in Rock Mechanics for Industry, pages 527-534.
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Rock Slumping: a compound failure mode of jointed hard rock slopes.
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Ph. D. thesis, University of California, Berkeley, California.

C. Y. Koo and J. C. Chern.
<B>Modification of the DDA Method for Rigid Block Problems.</B>
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<I>Int. J. Rock Mech. Min. Sci. \& Geomech. Abstr.,</I> 35:683-693.
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H. K. Law and I. P. Lam.
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Using an Augmented Lagrangian Method and block fracturing in the DDA method.
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in Computer Methods and Advances in Geomechanics, pages 837-842.
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<B>Investigation of slope stability kinematics using discontinuous deformation analysis.</B>
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M. M. MacLaughlin.
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M. M. MacLaughlin and N. Sitar and T. S. Dobson.
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An investigation of Discontinuous De- formation Analysis.
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Application of DDA in Rockfall Analysis.
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Stability analysis of jointed rock foundations by DDA.
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G.-H. Shi.
Three dimensional Discontinuous Deformation Analysis.
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???.

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<P>

G. H. Shi.
Keyblock bolting.
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in Proceedings of the International Conference on Rock Bolting.
Abisko.

G.-H. Shi.
Direct-Iterative Solution of Ill-Conditioned Finite Element Matrices.
1982.
International Journal for Numerical Methods in Engineering, 18:181-194.

G.-H. Shi.
On the Least Number of Fixed Points for Infinite Complexes.
1982.
Pacific Journal of Mathematics, 103:377-387.

G.-H. Shi.
A geometric method of stability analysis of rock mass.
1978.
Technical Report, Water Conservancy and Hydroelectric Power Scientific Research Institute, Ministry of Water Conservancy and Electric Power, Academica Sinica, The People's Republic of China.

N. Sitar and M. MacLaughlin.
Kinematics and Discontinuous Deformation Analysis of Landslide Movement (Invited keynote lecture in Session on Mass Movement).
1997.
in Proceedings of the 2nd Panamerican Symposium on Landslides, pages 65-73.
Rio de Janiero, Brazil.

P. A. Thomas and J. D. Bray.
Capturing Nonspherical shape of Granular Media with Disk Clusters.
1999.
Journal of Geotechnical and Geoenvironmental Engineering, 125:169-178.

R.-J. Tsay and Y.-J. Chiou and W.-L. Chuang.
Crack Growth Prediction by Manifold Method.
1999.
Journal of Engineering Mechanics, 125:884-890.

M. Tsesarsky and Y. H. Hatzor and Sitar N.
Dynamic displacement of a block on an inclined plane: analytical, experimental, and DDA results.
In press.
Rock Mechanics and Rock Engineering.

B-L. Wang.
Deformable block modelling of jointed rocks with the Block-Spring model.
1996.
in Rock Mechanics Tools and Techniques, pages 1845-1850.
2nd North American Rock Mechanics Symposium.

B-L. Wang and V. K. Garga.
<B>A Numerical method for modelling large displacements of jointed rocks.  I. Fundamentals.</B>
1993.
<I>Canadian Geotechnical Journal,</I> 30:96-108.
<P>

J. Wartman.
Physical model studies of seisically induced deformation in slopes.
1999.
Ph. D. thesis, University of California, Berkeley, California.

T. Yamamoto and H. L. Konig and H. Sellmejjer and E. V. Hijum.
On the response of a poro-elastic bed to water waves.
1978.
Journal of fluid mechanics, 87:193-206.

M. R. Yeung and Q. H. Jiang and N. Sun.
Validation of block theory and three-dimensional discontinuous deformation analysis as wedge stability analysis methods.
2003.
Int. J. Rock Mech. Min. Sci. \& Geomech. Abstr., 40:265-275.

M. R. Yeung and N. Sun and Q. H. Jiang.
Physical modeling and three-dimensional discontinuous deformation analysis of wedge failure.
2003.
in Soil and Rock America.

M. R. Yeung and S. C. Blair.
DDA back analysis of large block test data.
2000.
in Proceedings of Pacific Rocks, the 4th North American Rock Mechanics Symposium, Seattle, WA, pages 937-944.
Balkema, Rotterdam.

M. R. Yeung.
<B>Analysis of a Mine Roof using DDA.</B>
1993.
<I>Int. J. Rock Mech. Min. Sci. \& Geomech. Abstr..</I>
<P>

M. R. Yeung and R. E. Goodman.
Multi-block stability analysis using the DDA method.
1992.
in Proceedings of the Conference on Fractured and Jointed Rock Masses, Lake Tahoe, CA, pages 701-707.
Balkema, Rotterdam.

M-C. R. Yeung.
<B>Application of Shi's Discontinuous Deformation Analysis to the Study of Rock Behavior.</B>
1991.
Ph. D. thesis, University of California, Berkeley.
	<P>

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		<a style="color: blue; text-decoration: underline; text-underline: single" href="http://www.itasca.ca/">
		<span style="font-family:&quot;Times New Roman&quot;">Itasca</span><span style="font-family: Times New Roman"> 
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		<a style="color: blue; text-decoration: underline; text-underline: single" href="http://www.rocscience.com/">
		<span style="font-family:&quot;Times New Roman&quot;">Rocscience - Slope 
		Stability Software, Geotechnical software</span></a></span><span style="color: black">
		</span><span style="font-size: 12pt; color: black">slope stability 
		software, rock engineering, rocscience, rockscience, examine3D, 
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		<a href="http://www.rockfield.co.uk">Rockfield Software - World leaders 
		in Advanced Finite Element</a> </span>
		<span style="font-size: 12pt; color: black">Rockfield Software - 
		Developers &amp; Suppliers of Finite Element Discrete Element Software 
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		<a style="color: blue; text-decoration: underline; text-underline: single" href="http://www.ansys.com/">
		Welcome to ANSYS, Inc. - Corporate Homepage</a> </span>
		<span style="font-size: 12pt; color: black">Welcome to ANSYS, Inc. - 
		computer-aided engineering technology and engineering design analysis 
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		</ul>
		<p align="justify"><b><font face="Times New Roman">Useful papers:</font></b></p>
		<ul>
			<li>
			<p align="justify" style="margin-bottom:12px">
			<font face="Times New Roman">Sitar, N., and MacLaughlin, M.M., Kinematics 
			and Discontinuous Deformation Analysis of Landslide Movement, 
			Invited Keynote Lecture, II Panamerican Symposium on Landslides, Rio 
			de Janeiro, Nov. 10-14th, 1997.</font><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.ce.berkeley.edu/geo/research/DDA/pubs/"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<span style="font-size: 12.0pt; font-family: Times New Roman">Sitar, 
			N., and MacLaughlin, M.M., Doolin, D.M. and Abbot, T.
			Investigation of slope stability kinematics using discontinuous 
			deformation analysis. International Journal of Rock Mechanics 
			and Mining Sciences, v. 38, pp. 753-762, 2001.</span><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.ce.berkeley.edu/geo/research/DDA/pubs"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<font face="Times New Roman">Doolin, D.M. and Sitar, N.,
			Accuracy of the DDA method with respect to a single sliding block. 
			In: Rock Mechanics in the National Interest, proceedings of the 38th 
			U.S. Rock Mechanics Symposium, Washington D.C., July 5-7, 2001. 
			Balkema, Rotterdam, pp. 1429-1435.</font><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.ce.berkeley.edu/geo/research/DDA/pubs"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<font face="Times New Roman">Doolin, D.M. and Sitar, N.,
			DDAML --- discontinuous deformation dnalysis markup language.Int. 
			J. of Rock Mechanics and Mining Sciences, V38, N3, April, 2001, 
			467-474.</font><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.ce.berkeley.edu/geo/research/DDA/pubs"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<font face="Times New Roman">Sitar, N., and MacLaughlin, M.M.,
			Investigation of slope stability kinematics using discontinuous 
			deformation analysis. Invited Keynote Lecture, II Panamerican 
			Symposium on Landslides, Rio de Janeiro, Nov. 10-14th, 1997.</font><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.ce.berkeley.edu/geo/research/DDA/pubs"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<font face="Times New Roman">Tsesarsky, M. <span class="grame">and</span> 
			Hatzor, Y. H., 2005. Tunnel roof 
			deflection as a function of joint spacing and friction in blocky 
			rock masses  a parametric study using Discontinuous Deformation 
			Analysis (DDA). Tunneling and Underground Space Technology.</font><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.bgu.ac.il/geol/hatzor"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<span style="font-size: 12.0pt; font-family: Times New Roman">
			Tsesarsky M., Hatzor, Y. H. and Sitar N.2005.Dynamic 
			Displacement of a Block on an Inclined Plane: Analytical, 
			Experimental and DDA Results. Technical Note. Rock Mechanics and 
			Rock Engineering. Vol. 38, No. 2, pp. 153-167.</span><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.bgu.ac.il/geol/hatzor"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<span style="font-size: 12.0pt; font-family: Times New Roman">Hatzor, 
			Y. H., Y. Zaslavsky, A. A. Arzi, and A. Shapira. 2004.
			Dynamic stability analysis of jointed rock slopes using the DDA 
			method: King Herods Palace, Masada, Israel. International 
			Journal of Rock Mechanics and Mining Sciences Vol.41, pp. 813832.</span><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.bgu.ac.il/geol/hatzor"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<span style="font-size: 12.0pt; font-family: Times New Roman">
			Tsesarsky, M., Hatzor, Y. H. and Sitar, N. 2002. Dynamic 
			block displacement prediction  validation of DDA using analytical 
			solutions and shaking table experiments. Stability of Rock 
			Structures: Proceedings of the 5<sup>th</sup> International 
			Conference on Analysis of Discontinuous Deformation (ed. Y. H. 
			Hatzor), Balkema Publishers, Lisse, pp. 195  203.</span><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.bgu.ac.il/geol/hatzor"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<span style="font-size: 12.0pt; font-family: Times New Roman">Hatzor, 
			Y. H. and A. Feintuch, 2001. The validity 
			of dynamic displacement prediction using DDA. &nbsp;International 
			Journal of Rock Mechanics and Mining Sciences. Vol. 38, No. 4, pp. 
			599-606.</span><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.bgu.ac.il/geol/hatzor"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<span style="font-size: 12.0pt; font-family: Times New Roman">Hatzor, 
			Y. H. and R. Benary, 1998. Stability of a 
			laminated Voussoir beam: back analysis of a historic roof collapse 
			using DDA. International Journal of Rock Mechanics and Mining 
			Sciences., Vol. 35, No. 2, pp. 165-181.</span><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.bgu.ac.il/geol/hatzor"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<font face="Times New Roman">
			<span style="font-size: 12pt; font-family: TimesNewRomanPSMT">Kamai, 
			R. and Hatzor, Y.H. 2005.
			Dynamic back analysis of structural failures in archeological sites 
			to obtain paleo-seismic parameters using DDA. Stability Analyses 
			using Discontinuous Methods: Proceedings of the 7<sup>th</sup> 
			International Conference on Analysis of Discontinuous Deformation 
			(ed. M. MacLaughlin and N. Sitar), Honolulu, Hawaii, </span>
			<span style="font-size: 12pt">pp. 121-136.</span></font><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.bgu.ac.il/geol/hatzor"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<span lang="IT" style="font-size: 12pt; font-family: Times New Roman">
			Hatzor, Y. H., Tsesarsky, M. And Eimermacher, R. C. 2006.
			Structural stability of historic underground openings in rocks: two 
			case studies from Israel. &nbsp;In: </span><span class="spelle">
			<span style="font-size: 12pt; font-family: Times New Roman">Stavros</span></span><span style="font-size: 12pt; font-family: Times New Roman"> 
			K. &nbsp;Ed. Fracture and Failure of Natural Building Stones (<span class="spelle">ed.S</span>.
			<span class="grame">K. </span><span class="spelle">Kourkoulis</span><span class="grame">)</span></span><span class="grame"><span lang="IT" style="font-size: 12pt; font-family: Times New Roman">, 
			Kluwer Academic Publishers.</span></span><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.bgu.ac.il/geol/hatzor"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%">
			<font face="Times New Roman"><span style="font-size: 12pt">Tsesarsky, 
			M. <span class="grame">and</span> Hatzor, Y. H., 2005. Tunnel roof 
			deflection as a function of joint spacing and friction in blocky 
			rock masses  a parametric study using Discontinuous Deformation 
			Analysis (DDA). Tunneling and Underground Space Technology.</span></font><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.bgu.ac.il/geol/hatzor"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p style="line-height: 150%; margin-bottom:12px">
			<span style="font-size: 12pt; font-family: Times New Roman">
			Tsesarsky, M. Hatzor, Y. H., Leviathan, Saltzman, U., Sokolowsky, M. 
			2005.
			Structural control on the stability of overhanging, discontinuous 
			rock slopes. 40th U.S. Symposium on Rock Mechanics (USRMS): Rock 
			Mechanics for Energy, Mineral and Infrastructure Development in the 
			Northern Regions. Anchorage, Alaska, June 25-29, 2005. CD-ROM paper 
			ARMA/USRMS 05-771.</span><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.bgu.ac.il/geol/hatzor"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<font face="Times New Roman"><span style="font-size: 12pt">Tsesarsky, 
			M. and Hatzor, Y. H. 2003.
			Deformation and kinematics of vertically jointed rock layers in 
			underground openings. In: Development and Application of 
			Discontinuous Modelling for Rock Engineering:</span><span style="font-size: 12pt; color: blue">
			</span><span style="font-size: 12pt">ICADD  6, Proceedings of&nbsp; the 
			6<sup>th</sup> International Conference on Analysis of Discontinuous 
			Deformation (ed. M. Lu),&nbsp; Balkema Publishers, Lisse, 93-101.</span></font><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.bgu.ac.il/geol/hatzor"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<font face="Times New Roman"><span style="font-size: 12pt">Tsesarsky, 
			M., Hatzor, Y. H. and Sitar, N. 2002. Dynamic 
			block displacement prediction  validation of DDA using analytical 
			solutions and shaking table experiments. Stability of Rock 
			Structures: Proceedings of the 5<sup>th</sup> International 
			Conference on Analysis of Discontinuous Deformation (ed. Y. H. 
			Hatzor), Balkema Publishers, Lisse, pp. 195  203.</span></font><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.bgu.ac.il/geol/hatzor"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
			<li>
			<p align="justify" style="line-height: 150%; margin-bottom:12px">
			<span style="font-size: 12pt; font-family: Times New Roman">Hatzor, 
			Y, H., 1999. The 
			Vousoir beam reaction curve. ICADD-3, Proceedings of the 3rd&nbsp; 
			Intl. Con. On Analysis of Discontinuous Deformation (ed. B. Amadei) 
			ARMA, Alexandria, pp. 117-126.</span><i><b><font face="Times New Roman" SIZE="4"><a href="http://www.bgu.ac.il/geol/hatzor"><img border="0" src="../Images/list.gif" width="20" height="21"></a></font></b></i></li>
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