Alexius VOGEL ( Austria )
FAILURES OF ROCKFILL DAMS

Ali Noorzad ( Iran )
CALCULATION OF ACTUAL VERTICAL DISPLACEMENT OF ROCKFILL DAMS USING SETTLEMENT PLATES

CHEN Jianchun ( China )
ANALYSIS ON THE DATA FROM EARTHQUAKE MONITORING OF YELE DAM

Dai Bikui ( China )
ANALYSIS OF THE ABNORMAL WATER LEVEL OF PIEZOMETRIC TUBE UP14 AT QIAOQI DAM’S FOUNDATION GALLERY

GOU Xiaoli ( China )
APPLICATION OF DAM-SAFETY MONITORING AUTOMATION SYSTEM ON SAFETY MONITORING OF SANBANXI HYDROPOWER STATION

HUANG Shengxiang ( China )
GPS REAL-TIME SUPERVISORY SYSTEM OF COMPACTION QUALITY AND ITS APPLICATION IN SHUIBUYA DAM

Josiele Patias ( Brazil )
ITAIPU HYDROELECTRIC POWER PLANT ROCKFILL DAM PROJECT, PERFORMANCE AND SAFETY MONITORING

LANG Xingxue ( China )
ANALYSIS OF THE SEEPAGE MONITORING RESULTS OF QIAOQI DAM

LU Xinmin ( China )
A NEW EMBANKMENT DAM INTERNAL SETTLEMENT MONITORING INSTRUMENT - ROD SETTLEMENT GAGE

Markus Aufleger ( Austria )
DFOT MONITORING IN CFRDS – TECHNICAL GIMMICK OR USEFUL COMPLEMENTARY MONITORING SYSTEM?

Cui Huidong( China )
The discovery and forecast of cracks on penstocks of Yele Hydropower Station during the operating period

Ricardo José Barbosa de SOUZA ( Brazil )
DISPLACEMENTS OF THE XINGÓ CONCRETE FACE ROCKFILL DAM – BRAZIL

Slavko Milevski ( Macedonia )
ANALITICAL APPROACH FOR FORECASTING OF MEASUREMENT VALUE FROM DAM MONITORING

Takashi SASAKI ( JAPAN )
DAMAGE OF THE ISAWA ROCKFILL DAM DURING THE 2008 IWATE-MIYAGI INLAND EARTHQUAKE AND ITS RESTORATION

WANG Xun-bo ( China )
BEHAVIOR RESEARCH ON ASPHALT CONCRETE CORE WALL OF YELE DAM

Wu Haizhen ( China )
ROCK-FILL DAM DEFORMATION MONITORING MODEL CONSIDERING RHEOLOGY EFFECT AND STRESS PATH

WU Xiaoming ( China )
CONSTRUCTION AND FIELD INSTRUMENTATION OF PUBUGOU ROCKFILL DAM

WU Yangu ( China )
THE DETECTION OF THE CRACKING OF PENSTOCKS OF YELE HYDROPOWER STATION

XU Xiaoming ( China )
SUMMARY OF FACE SLAB SEEPAGE TREATMENT IN SANBANXI HYDROPOWER STATION

ZHAO Chun ( China )
STUDY ON THE DISPLACEMENT DISTRIBUTIVE MODEL WITH IMPOUNDMENT FACTORS FOR HIGH CORE EARTH-ROCK DAMS