|
TITLE |
AUTHORS |
ID |
|
| EVALUATING SEISMIC DISPLACEMENTS AND DAMAGE FOR PILE FOUNDATIONS UNDERGOING LIQUEFACTION-INDUCED LATERAL SPREADING |
Jonathan BRAY and Christian LEDEZMA
| 1460 |
pdf |
| DYNAMIC PILE BEHAVIORS AFFECTED BY LIQUEFACTION FROM EQWEAP ANALYSIS |
D.W. CHANG, B.S. LIN and S.H. CHENG
| 1336 |
pdf |
| SIMPLIFIED ANALYSIS OF PILES SUBJECTED TO LATERAL SPREADING: PARAMETERS AND UNCERTAINTIES |
Misko CUBRINOVSKI and Kenji ISHIHARA
| 1385 |
pdf |
| EFFECT OF A LIQUEFIABLE SOIL LAYER ON SOIL-STRUCTURE
INTERACTION AND BUILDING DAMAGE |
Panos DAKOULAS, George KALYVAS and Polynikis VAZOURAS
| 1393 |
pdf |
| CRITERIA FOR DESIGN OF PILED FOUNDATIONS IN SEISMICALLY LIQUEFIABLE DEPOSITS |
Suresh R. DASH and Subhamoy BHATTACHARYA
| 1724 |
pdf |
| ASSESSMENT OF SEISMIC RISK FOR THE DESIGN OF OFFSHORE STRUCTURES IN LIQUEFIABLE SOIL |
Barnali GHOSH, Navin PEIRIS, and Zygmunt LUBKOWSKI
| 1432 |
pdf |
| EVALUATION OF THE DYNAMIC CHARACTERISTICS
OF SOIL-PILE SYSTEM IN LIQUEFIABLE GROUND
BY SHAKING TABLE TESTS |
Jin Tae HAN, Sung Ryul KIM, Jae Ik HWANG and Myoung Mo KIM
| 1340 |
pdf |
| ADVANCED DYNAMIC ANALYSIS FOR ELEVATED CONCRETE FOUNDATIONS |
Y.C. HAN
| 1717 |
pdf |
| SOILSTRUCTURE INTERACTION EFFECTS DURING LANDSLIDES IN STRAINSOFTENING SOIL |
Rallis KOURKOULIS and George GAZETAS
| 1570 |
pdf |
| UNCOUPLED NUMERICAL ANALYSIS FOR GROUND LATERAL SPREAD EFFECTS ON SINGLE PILE |
San-Shyan LIN, Yu-Ju TSENG, Jen-Cheng LIAO, C.H. WANG and Wei F. LEE
| 1152 |
pdf |
| NUMERICAL PREDICTION OF GROUND VIBRATIONS DUE TO
PILE DRIVING USING A HYBRID FORMULATION |
H.R. MASOUMI, S. FRANCOIS, G. DEGRANDE
| 1707 |
pdf |
| STUDY ON P-Y CURVE FOR PILES SUBJECTED TO LATERAL FLOW OF LIQUEFIED GROUND |
Ramin MOTAMED, Ikuo TOWHATA and Vlatko SESOV
| 1212 |
pdf |
| BEHAVIOR OF FLOATING PILES IN LIQUEFIABLE SOILS |
Ahmet PAMUK and Thomas F. ZIMMIE
| 1465 |
pdf |
| LATERAL LOAD TESTING OF LARGE DRILLED SHAFTS AFTER BLAST-INDUCED LIQUEFACTION |
Kyle ROLLINS, Seth BOWLES , Dan BROWN and Scott ASHFORD
| 1141 |
pdf |
| VIBRATORY PILE-DRIVING. ANALYSIS OF MEASURES AND COUNTERMEASURES WITH BRAXUUS |
Jean-Georges SIEFFERT and Frederic ROCHER-LACOSTE
| 1555 |
pdf |
| HORIZONTAL LOAD DISTRIBUTION WITHIN PILE GROUP IN LIQUEFIED GROUND |
Hiroko SUZUKI and Kohji TOKIMATSU
| 1527 |
pdf |
| CENTRIFUGE MODEL TESTS ON ABUTMENT OF RIVERCROSSING
BRIDGE ON LIQUEFIABLE SOILS |
Akihiro TAKAHASHI, Hideki SUGITA and Shunsuke TANIMOTO
| 1618 |
pdf |
| EFFECTS OF SEISMIC EARTH PRESSURE AND SIDEWALL
FRICTION ON PILE STRESS DURING SOIL LIQUEFACTION |
Shuji TAMURA, Tsuyoshi IMAYOSHI and Tadashi SAKAMOTO
| 1702 |
pdf |
| THREE-DIMENSIONAL SHAKING TABLE TESTS ON SOIL-PILE-STRUCTURE MODELS USING E-DEFENSE FACILITY |
Kohji TOKIMATSU, Hiroko SUZUKI, Kentaro TABATA, and Masayoshi SATO
| 1529 |
pdf |
| EFFECTS OF SOIL-STRUCTURE-EARTHQUAKE-INTERACTION ON SEISMIC SOIL LIQUEFACTION TRIGGERING |
Berna UNUTMAZ and K. Onder CETIN
| 1412 |
pdf |
| ANALYSES FOR LIQUEFACTION-INDUCED GROUND FLOW DURING THE 2005 FUKUOKAKENSEIHO-OKI EARTHQUAKE |
Susumu YASUDA and Masatada SHIMIZU
| 1534 |
pdf |
| PILE RAFT FOUNDATION BEHAVIOR WITH DIFFERENT PILE
DIAMETERS |
Reza ZIAIE MOAYED, Meysam SAFAVIAN
| 1114 |
pdf |