Abimael Cruz Alavez (México)
RELATION OF PERMEABILITIES BETWEEN MATERIALS 2 AND 3A OF THE "EL CAJÓN" DAM
Dong-Hoon Shin (Korea)
DEFORMATION BEHAVIOR OF CONCRETE FACE SLAB HAVING ITS LOWER PART DEEPLY SEATED ON BEDROCK
FU Jun (China)
NUMERICAL ANALYSIS ON SIPING CONCRETE FACING ROCK-FILL DAM FOR OPTIMIZED UTILIZATION OF SOFT ROCK
Giovanna Lilliu (Netherlands)
FEM ANALYSIS OF A CONCRETE FACED ROCKFILL DAM
Hans Mattsson (Sweden)
ON NUMERICAL MODELLING OF INTERNAL EROSION IN EMBANKMENT DAMS
HAO Jutao (China)
ADAPTABILITY OF SLAB JOINT WATERSTOP TO VERY HIGH CFRD
Heidarzadeh M (Iran)
A NEW METHOD FOR ESTIMATING THE DEFORMABILITY MODULUS OF PLASTIC CONCRETE- GOTVAND DAM EXPERIENCE, SOUTHWEST IRAN
Holzmann Michael (Austria)
TRUST IS GOOD,CONTROL IS BETTER – HIDDEN PITFALLS IN FE-ANALYSIS
Ik-Soo Ha (Republic of Korea)
MESH GENERATION FOR 3-D DYNAMIC ANALYSIS OF FILL DAM
Kentaro Kido ( Japan)
ANALYSIS OF THERMAL STRESS AND DRYING SHRINKAGE OF CFRD CONCRETE SLABS
Pedro L. Marques Filho (Brazil)
EL CAJÓN DAM, MEXICO. FURTHER DATA ABOUT ITS BEHAVIOR AND A QUICK ANALYSES OF A PRAGMATIC DESIGN APPROACH
RONG Guan (China)
STUDY OF SEEPAGE CONTROL CHARACTERISTICS OFJINCHUAN CONCRETE FACE ROCKFILL DAM ON DADU RIVER
Ruedi Straubhaar (Switzerland)
DESIGN CONSIDERATIONS OF A HIGH ROCKFILL DAM NAM NGUM 2 CFRD, LAO PDR
Sramoon Aphichat (Thailand)
DESIGN OF CONCRETE FACE SLAB FOR 182M HIGH NN2 CFRD
Sung-Eun Cho (Korea)
EVALUATION OF SEEPAGE BEHAVIOR OF CONCRETE FACED GRAVEL FILL DAM
WANG Ruijun (China)
RESEARCH ON THERMAL STRESS OF CFRD CONCRETE SLABS UNDER CONDITION OF COLD WAVE ATTACK
XU Tangjin (China)
DESIGN AND VERIFICATION ANALYSIS ON THE ASPHALTIC CONCRETE CORE WALL EMBANKMENT DAM OF MAOPINGXI OF THE THREE GORGES
YAO Yin (China)
THREE-DIMENSIONAL ANALYSIS OF SEISMIC RESPONSE OF JIANKE CORE-WALLED ROCKFILL DAM
Yoshikazu YAMAGUCHI (Japan)
RATIONAL DESIGN OF WIDTH OF EARTH CORE FOR ROCKFILL DAMS
ZHANG Zhixiong (China)
DESIGN FOR THE EXCAVATION AND TREATMENT OF AIKOU DAM FOUNDATION
A. Soroush (Iran)
Evaluation of Mechanical Behavior of Rockfill Materials Using the Hyperbolic Model