| 2601 | Wang You , Huang Liang and Wang Xing-hua | LARGE DEFORMATION ANALYSIS OF PILE FOUNDATION USING MESHLESS METHOD [14WCEE] |
| 2602 | N. Yoshida, S. Sawada and S. Nakamura | SIMPLIFIED METHOD IN EVALUATING LIQUEFACTION OCCURRENCE AGAINST HUGE OCEAN TRENCH EARTHQUAKE [14WCEE] |
| 2603 | Hao Tang and Guo-xing Chen | 3D VISUALIZATION FOR EARTHQUAKE-INDUCED SITE LIQUEFACTION POTENTIAL BASED ON VOLUME RENDERING AND GIS TECHNOLOGY [14WCEE] |
| 2604 | Feng Zhen, Wang Na | COMPUTATION OF ACTIVE EARTH PRESSURE OF COHESIVE BACKFILL ON RETAINING WALL CONSIDERING SEISMIC FORCE [14WCEE] |
| 2605 | Amir Mohammadi Vala and Reza Alaghebandian | Site Effects on Amplification of Earthquake in Southwest of Tehran [14WCEE] |
| 2606 | Liangcai He , Ahmed Elgamal , Masanori Hamada and Jorge Meneses | SHADOWING AND GROUP EFFECTS FOR PILES DURING EARTHQUAKE-INDUCED LATERAL SPREADING [14WCEE] |
| 2607 | T. Akhlaghi and M. Neishapouri | AN INVESTIGATION INTO THE PSEUDOSTATIC ANALYSES OF THE KITAYAMA DAM USING FE SIMULATION AND OBSERVED EARTHQUAKE-INDUCED DEFORMATIONS [14WCEE] |
| 2608 | X.M.Yang , Y.Chen and B.P.Yang | THREE-DIMENSION DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSIS USING THE SUBSTRUCTURE METHOD IN THE TIME DOMAIN [14WCEE] |
| 2609 | H. Nagase, A. Hirooka, S. Sawada, S. Nakamura and G. Inoue | CHARACTERISTICS OF LIQUEFACTION STRENGTH OF SAND UNDER OVER CONSOLIDATION AND LONG-TERM CONSOLIDATION CONDITIONS [14WCEE] |
| 2610 | Rajib Sarkar and B.K. Maheshwari | INFLUENCE OF SOIL NONLINEARITY AND LIQUEFACTION ON DYNAMIC RESPONSE OF PILE GROUPS [14WCEE] |
| 2611 | Weihua Li and Chenggang Zhao | ANALYTICAL SOLUTIONS OF THE SCATTERING OF PLANE WAVES BY LOCAL SITES WITH SATURATED SOIL [14WCEE] |
| 2612 | Gang HAO and T.M.H. Lok | Study of Shear Wave Velocity of Macao Marine Clay under Anisotropic Stress Condition [14WCEE] |
| 2613 | H. Suzuki, K. Tokimatsu, M. Sato and K. Tabata | SOIL-PILE-STRUCTURE INTERACTION IN LIQUEFIABLE GROUND THROUGH MULTI-DIMENSIONAL SHAKING TABLE TESTS USING E-DEFENSE FACILITY [14WCEE] |
| 2614 | F. Dezi S. Carbonari and G. Leoni | STATIC EQUIVALENT METHOD FOR THE KINEMATIC INTERACTION ANALYSIS OF PILE FOUNDATIONS [14WCEE] |
| 2615 | F. Dezi, S. Carbonari and G. Leoni | KINEMATIC INTERACTION IN PILE FOUNDATIONS [14WCEE] |
| 2616 | Kawanishi , Y. Murono , T. Miyamoto , and M. Sogabe | CHARACTERISTICS OF WAVE PROPAGATION ON THE SOFT GROUND WITH NON-FLAT BASE -FROM THE VIEW POINT OF RAILWAY VEHICLE DYNAMIC BEHAVIOR [14WCEE] |
| 2617 | S.N. Moghaddas Tafreshi , S.E. Zarei and Y. Soltanpour | CYCLIC LOADING ON FOUNDATION TO EVALUATE THE COEFFICIENT OF ELASTIC UNIFORM COMPRESSION OF SAND [14WCEE] |
| 2618 | M. Davoodi , M. Amel Sakhi and M.K. Jafari | Comparing Recorded Earthquake Signals of MS Embankment Dam with Numerical Modeling Results [14WCEE] |
| 2619 | G.Y. Zhao and J. Chen | DYNAMIC PROPERTY IDENTIFICATION OF SOIL USED IN SHAKING TABLE TEST: A COMPARISON OF SEVERAL METHODS [14WCEE] |
| 2620 | N. Yoshimoto, R.P. Orense, H. Kanda and M. Hyodo | EARTHQUAKE RESPONSE OF GRANULATED COAL ASH BY ONLINE TESTING [14WCEE] |
| 2621 | Pender Michael J ; Wotherspoon Liam; Toh, Jeremy | Foundation Stiffness Estimates and Earthquake Resistant Structural Design [14WCEE] |
| 2622 | M. Yoshida, M. Miyajima and M. Kitaura | EXPERIMENTAL STUDY ON MITIGATION OF LIQUEFACTION-INDUCED FLOTATION OF SEWERAGE MANHOLE BY USING PERMEABLE RECYCLED MATERIALS PACKED IN SANDBAGS [14WCEE] |
| 2623 | C.S. Park, J.Y. Lim, C.L. Choi, B.C. Kong, and Y.J. Mok | RECENT DEVELOPMENT OF BOREHOLE SEISMIC TESTS [14WCEE] |
| 2624 | S. H. Oh, D. S. Park, B. J. Kim, E. J. Kim and Y. J. Mok | LABORATORY MEASUREMENTS OF STIFFNESS OF SOFT CLAY USING BENDER ELEMENTS [14WCEE] |
| 2625 | J.W. Jung, H.S. Kim, B.C. Kim, I.B. Parkand Y.J. Mok | IN-SITU STIFFNESS EVALUATION OF SOFT GROUND USING BENDER ELEMENTS [14WCEE] |
| 2626 | Mojtaba Heidari and Mahmoud Hassanlou Rad | Static and Dynamic Behavior Analysis of Neka Dry Dock Walls, A Case Study [14WCEE] |
| 2627 | K. Tokimatsu and H. Arai | NONLINEAR SOIL PROPERTIES ESTIMATED FROM DOWN HOLE ARRAY RECORDINGS AT KASHIWAZAKI-KARIWA NUCLEAR POWER PLANT IN THE NIIGATA-KEN CHUETSU-OKI EARTHQUAKES [14WCEE] |
| 2628 | Xiaoming YUAN Jing SUN and Rui SUN | EFFECT OF CONSOLIDATION RATIOS ON MAXIMUM DYNAMIC SHEAR MODULUS OF SANDS [14WCEE] |
| 2629 | S.M. Haeri , M.R. Shakeri and S.A. Shahcheraghi | DYNAMIC STRENGTH OF GRAVELY SAND WITH EMPHASIS ON THE EFFECT OF MEMBRANE COMPLIANCE [14WCEE] |
| 2630 | F. Jafarzadeh and A. Asadinik | DYNAMIC RESPONSE AND IMPEDANCE FUNCTIONS OF FOUNDATION RESTING ON SANDY SOIL USING PHYSICAL MODEL TESTS [14WCEE] |
| 2631 | T. Shiomi , Y. Nukui and F. Yagishita | PRACTICAL EFFECTIVE STRESS ANALYSIS AND DETERMINATION OF ITS DYNAMIC PROPERTY [14WCEE] |
| 2632 | Latifi, Nima; Yosefnia, Amin; Shooshpasha, Isa | The Effect of Liquefaction on Coastal Sheet Pile Walls [14WCEE] |
| 2633 | S. Küçükarslan and P.K. Banerjee | EFFECT OF PILE SPACING ON PILE BEHAVIOR UNDER DYNAMIC LOADS [14WCEE] |
| 2634 | Zhenzhong CAO, Xiaoming YUAN, Longwei CHEN | A formula for Calculating Liquefaction Probability Based on Chinese Seismic Code [14WCEE] |
| 2635 | Xiaojian Liu, Rui Sun And Xiaoming Yuan | REQUIREMENT FOR ERROR CONTROL OF NONLINEAR EXPERIMENTS OF SOILS [14WCEE] |
| 2636 | D. Wijewickreme and M.V. Sanin | POST-CYCLIC CONSOLIDATION RESPONSE OF A NATURAL LOW PLASTIC SILT DUE TO DISSIPATION OF CYCLIC EXCESS PORE WATER PRESSURES [14WCEE] |
| 2637 | Hongjuan CHEN, Rui SUN , Xiaoming YUAN , Jianyi ZHANG | Variability of Nonlinear Dynamic Shear Modulus and Damping Ratio f Soils [14WCEE] |
| 2638 | J. Sun and X.M. Yuan | THE EFFECT OF CONSOLIDATION RATIOS ON DYNAMIC SHEAR MODULUS OF SOIL [14WCEE] |
| 2639 | Yurun LI, Xiaoming YUAN , Yan LIANG | STUDY ON THE LATERAL DYNAMIC RESPONSE OF PILE FOUNDATION IN LIQUEFIABLE SOIL LAYER [14WCEE] |
| 2640 | Jianyi Zhang, Xiaoming Yuan , Jin Xu And Rui Sun | TRANSFERRING COEFFICIENT OF SOIL LAYER STRAIN TO SUBWAY STRUCTURE DURING EARTHQUAKES [14WCEE] |
| 2641 | S.M. Nasrollahi | Determination of Excess Pore Pressure in Earth Dam after Earthquake [14WCEE] |
| 2642 | T.Kalasin and D. Muir Wood | SEISMIC ANALYSIS OF RETAINING WALLS WITHIN PLASTICITY FRAMEWORK [14WCEE] |
| 2643 | Y. Tsompanakis and P. N. Psarropoulos | EFFECTS OF SOIL NON-LINEARITY ON THE SEISMIC DISTRESS OF RETAINING WALLS [14WCEE] |
| 2644 | M. S ALHADDAD | PROBLEMS ENCOUNTERED WITH FIELD MEASUREMENTS FOR SITE-SPECIFIC SEISMIC RESPONSE [14WCEE] |
| 2645 | Fang, Chung; Lee, Cheng-Hsien | Unsteady Parallel Flow of an Elasto-Visco-Hypoplastic Fluid Between Two Infinite Parallel Plates [14WCEE] |
| 2646 | CHEN Xue-liang, JIN Xing and TAO Xia-xin | COMPARISONS OF 5 TYPES OF SOIL DYNAMIC NONLINEAR CONSTITUTIVE MODELS IN SEISMIC RESPONSE OF SITE [14WCEE] |
| 2647 | F. Amini | FREQUENCY CONTENT EFFECTS ON DYNAMIC BEHAVIOR OF REINFORCED SILTY SANDS USING IMPROVED TRANSFER FUNCTION METHODS [14WCEE] |
| 2648 | Shin-Tower Wang , Luis Vasquez, and Lymon C. Reese, Honorary Member,ASCE | STUDY OF THE BEHAVIOR OF PILE GROUPS IN LIQUEFIED SOILS [14WCEE] |
| 2649 | F. Jafarzadeh , D. Faghihi and M. Ehsani | NUMERICAL SIMULATION OF SHAKING TABLE TESTS ON DYNAMIC RESPONSE OF DRY SAND [14WCEE] |
| 2650 | Uma Maheswari, Raju; Boominathan, Adimoolam; Dodagoudar, Goudappa | Development of Empirical Correlation Between Shear Wave Velocity and Standard Penetration Resistance in Soils of Chennai City [14WCEE] |
| 2651 | Suresh R Dash , Subhamoy Bhattacharya, Anthony Blakeborough and Masayuki Hyodo | P-Y CURVE TO MODEL LATERAL RESPONSE OF PILE FOUNDATIONS IN LIQUEFIED SOILS [14WCEE] |
| 2652 | T. Ornthammarath, M. Corigliano, and C.G. Lai | ARTIFICIAL NEURAL NETWORKS APPLIED TO THE SEISMIC DESIGN OF DEEP TUNNELS [14WCEE] |
| 2653 | Dong-Yeop Kwak Chang-Gyun Jeong Duhee Park and Sisam Park | COMPARISON OF FREQUENCY DEPENDENT EQUIVALENT LINEAR ANALYSIS METHODS [14WCEE] |
| 2654 | KYOHEI UEDA, TETSUO TOBITA and SUSUMU IAI | A NUMERICAL STUDY OF DYNAMIC BEHAVIOR OF A SELF-SUPPORTED SHEET PILE WALL [14WCEE] |
| 2655 | S.U. Dikmen and M. Tonaroğlu | LIQUEFACTION ANALYSIS OF SATURATED SAND DEPOSITS WITH SILT LAYERS SUBJECT TO 1 AND 2 COMPONENTS OF EARTHQUAKE MOTION [14WCEE] |
| 2656 | Hiroshi MATSUDA, Haruhiko SHINOZAKI, Ryohei ISHIKURA and Naoyoshi KITAYAMA | APPLICATION OF GRANULATED BLAST FURNACE SLAG TO THE EARTHQUAKE RESISTANT EARTH STRUCTURE AS A GEO-MATERIAL [14WCEE] |
| 2657 | M.Y. Mehiaoui , M.Hadid and W. Kouici | POROELASTIC STOCHASTIC MULTILAYERED SOIL PROFILE AMPLIFICATION [14WCEE] |
| 2658 | Alireza M.Goltabar, Mohammad Mahdi Roudbari Shahmiri, R. Shamstabar kami | THE SHALLOW FOUNDATION BEHAVIOR WITH ELASTIC BED AFFECTED BY RANDOM VERTICAL LOADING [14WCEE] |
| 2659 | Shuji Tamura, Tadashi Sakamoto, Takenori Hida and Nobuhiro Maeda | MECHANISM OF EARTH PRESSURE AND SIDEWALL FRICTION ACTING ON AN EMBEDDED FOOTING IN DRY SAND BASED ON CENTRIFUGE TESTING [14WCEE] |
| 2660 | Nakamura, Atsushi; Cai, Fei; Ugai, Keizo | An Investigation into the Effect of Drainage on Large Slope Failure During Earthquakes [14WCEE] |
| 2661 | Jumpei WATANABE, Kinya MIURA, Nozomu YOSHIDA, Eiji KOHAMA and Hiroto NISHIKAWA | Evaluation of Sliding Displacement of Retaining Structure and Soil Slope regarding the Natural Frequency [14WCEE] |
| 2662 | H. Hashimoto S. Nishimoto H.Hayashi and K.Kawakami | A Dynamic Centrifuge Model Test for the Seismic Strengthening of Existing Embankments by the Reinforcement Bar Inserting Method [14WCEE] |
| 2663 | T. Iwashita | Elasto-plastic Effective Stress Analysis of Centrifugal Shaking Tests of a Rockfill Dam [14WCEE] |
| 2664 | Satoshi KIRYU , Yoshitaka MURONO and Hitoshi MORIKAWA | SEISMIC RESPONSE OF AN ISOLATION METHOD FOR CUT AND COVER TUNNEL USING POLYMER MATERIAL [14WCEE] |
| 2665 | Vijay K. Puri and Shamsher Prakash | PILE DESIGN IN LIQUEFYING SOIL [14WCEE] |
| 2666 | A.R. Kholdebarin , A. Massumi and M. Davoodi | INFLUENCE OF SOIL IMPROVEMENT ON SEISMIC BEARING CAPACITY OF SHALLOW FOUNDATION [14WCEE] |
| 2667 | Hiroyuki Yoshida, Kohji Tokimatsu, Tatsuya Sugiyama and Tadahiko Shiomi | PRACTICAL THREE-DIMENSIONAL EFFECTIVE STRESS ANALYSIS CONSIDERING CYCLIC MOBILITY BEHAVIOR [14WCEE] |
| 2668 | Mayukh Mukhopadhyay, Deepankar Choudhury, V. S. Phanikanth and G. R. Reddy | PUSHOVER ANALYSIS OF PILES IN STRATIFIED SOIL [14WCEE] |
| 2669 | S.R.TAFTI and A. SHAFIEE and M.M.RAJABI | THE INFLUENCE OF CLAY CORE COMPOSITION ON THE PERMANENT DISPLACEMENT OF EMBANKMENT DAMS [14WCEE] |
| 2670 | M. Jahanandish and M.R. Arvin | SEISMIC STABILITY ANALYSIS OF FOOTING ADJACENT TO SLOPES BY SLIP LINE METHOD [14WCEE] |
| 2671 | Sheng-Huoo Ni , Win-Gee Huang and Feng-Yi Chen | THE APPLICATION OF AFMM AIDED SYSTEM IDENTIFICATION ON GROUND VIBRATION MONITORING DATA ANALYSIS [14WCEE] |
| 2672 | Chandra Devi Raman, Subhamoy Bhattacharya and A Blakeborough | SETTLEMENT PREDICTION OF PILE-SUPPORTED STRUCTURES IN LIQUEFIABLE SOILS DURING EARTHQUAKE [14WCEE] |
| 2673 | A.Erken , Z.Kaya and A.Şener | POST CYCLIC SHEAR STRENGTH OF FINE GRAINED SOILS IN ADAPAZARI – TURKEY DURING 1999 KOCAELI EARTHQUAKE [14WCEE] |
| 2674 | E. Haghshenas, M. Khandan Bakavoli and R. Ghods-Azar | SITE EFFECT EVALUATION IN QESHM ISLAND (IRAN) USING EARTHQUAKE RECORDING AND MICROTREMOR MEASUREMENTS [14WCEE] |
| 2675 | T. B. Algie , L. Deng , E. Erduran , B. L. Kutter and S. Kunnath | CENTRIFUGE MODELING OF INNOVATIVE FOUNDATION SYSTEMS TO OPTIMIZE SEISMIC BEHAVIOR OF BRIDGE STRUCTURES [14WCEE] |
| 2676 | Anne Lemnitzer, Eric R. Ahlber, Payman Khalili-Tehrani, Changsoon Rha Ertugrul Taciroglu, Jonathan P. Stewart, John W. Wallace | Experimental Testing of a Full-Scale Pile Group Under Lateral Loading [14WCEE] |
| 2677 | Y. Jafarian, R. Vakili, A. R. Sadeghi, H. Sharafi, and M. H. Baziar | A NEW SIMPLIFIED CRITERION FOR THE ASSESSMENT OF FIELD LIQUEFACTION POTENTIAL BASED ON DISSIPATED KINETIC ENERGY [14WCEE] |
| 2678 | Li, Qiang; Sun, Zhongjian; Gao, Huaxi | VERTICAL VIBRATION OF PILE IN SATURATED SOIL CONSIDERING SOFTEN REGIONS OF SURROUNDING SOIL [14WCEE] |
| 2679 | H.R. TAVAKOLI , A. SHAFIEE and M.K. JAFARI | Effect of cyclic loading on undrained behavior of compacted sand/clay mixtures [14WCEE] |
| 2680 | Yun-Min Chen, Yan-Guo Zhou and Han Ke | SHEAR WAVE VELOCITY-BASED LIQUEFACTION RESISTANCE EVALUATION: SEMI-THEORETICAL CONSIDERATIONS AND EXPERIMENTAL VALIDATIONS [14WCEE] |
| 2681 | Yousuke IZUMI and Kenji MIURA | STUDY ON THE RATIONALIZATION OF FOUNDATION INPUT MOTION IN JAPAN’S PERFORMANCE-BASED BUILDING CODE [14WCEE] |
| 2682 | J.A. Díaz-Rodríguez and J.A. López-Molina | STRAIN THRESHOLDS IN SOIL DYNAMICS [14WCEE] |
| 2683 | Jiayong TIAN , Yuanpeng MAN , Zhoumin XIE , and Hui QI | INFLUENCE OF STRESS ON ELASTIC WAVE VELOCITY AROUND A BOREHOLE IN ROCKS [14WCEE] |
| 2684 | Hara, Tadashi; Kokusho, Takaji; Tanaka, Masayuki | Liquefaction Strength of Sand Materials Containing Fines Compared with Cone Resistance in Triaxial Specimens [14WCEE] |
| 2685 | J. Yang and H.Y. Sze | Undrained Cyclic Behavior of Loose Sand under Anisotropic Consolidation [14WCEE] |
| 2686 | C. S. Goit, M. Saitoh, H. Kawakami and S. Nishiyama | EXPERIMENTAL STUDIES ON NON-LINEAR RESPONSE OF SOIL-PILE-STRUCTURE SYSTEMS SUBJECTED TO STRONG GROUND MOTION [14WCEE] |
| 2687 | E. Zhai and B. O’Neill | SEISMIC DESIGN ANALYSIS OF A SHALLOW-BURIED SUBWAY STATION IN LIQUEFIABLE SOILS [14WCEE] |
| 2688 | M.S. Sahraeian, A. Ghalandarzadeh, A. Kavand | ESTIMATION OF SHEAR WAVE VELOCITY BY MEANS OF ARRAY MEASUREMENT OF MICROTREMORS USING GENETIC ALGORITHM METHOD [14WCEE] |
| 2689 | K. Tomisawa, S. Nishimoto and S. Miura | EARTHQUAKE RESISTANCE OF PILE FOUNDATIONS IN COMPOSITE GROUND THROUGH DYNAMIC NONLINEAR NUMERICAL ANALYSIS [14WCEE] |
| 2690 | T. Koike and Y. Watanabe | SEISMIC DESIGN OF REINFORCING PILES FOR AN EXISTING BRIDGE PIER [14WCEE] |
| 2691 | Li, Peizhen; R en, Hongmei ; L u, Xilin; C heng, Lei | Shaking Table Tests of Dynamic Interaction of Soil-Structure Considering Soil Liquefaction [14WCEE] |
| 2692 | S. Saitoh, T. Harada, H. Wang, G. Mori, and N. Yamashita | A METHOD OF ESTIMATION OF ELASTIC PROPERTIES AND THICKNESSES OF SOIL LAYERS USING VERTICAL HARMONIC LOADING ON GROUND SURFACE AND ITS NUMERICAL VERIFICATION [14WCEE] |
| 2693 | N. Sako M. Kawamura and Y. Shimomura | DEVELOPMENT OF A GEOMETRICAL WITH VIBRATION DAMPING CAPABILITY AGAINST EARTHQUAKE MOTION USING INDUSTRIAL WASTES AND CONSTRUCTION BY-PRODUCTS - Mechanical Properties under Cyclic Loading - [14WCEE] |
| 2694 | Han Wei and Liao Zhenpeng | Pile Bearing Capacity Inversion by Genetic Algorithm-Simplex [14WCEE] |
| 2695 | Ma, Fenggang; LaVassar, Jerald; Wang, Zhi-Liang | THREE DIMENSIONAL VERSUS TWO DIMENSIONAL LIQUEFACTION ANALYSES OF A HYDRAULIC FILL EARTH DAM [14WCEE] |
| 2696 | Y. Shimomura, Y. Ikeda , M. Kawamura , N. Sako and S. Ishimaru | PROPOSAL OF NEW FOUNDATION CONSTRUCTION WORKS WITH HIGH DAMPING AND MITIGATION PERFORMANCE; PART 2 EARTHQUAKE OBSERVATION OF BLOCKS AND SEISMIC RESPONSE PREDICTION OF FULL-SCALED FOUNDATIONS [14WCEE] |
| 2697 | Wang, Mingwu; Li, Li; Han, Jinping | Effective Stress Analysis of Seismic Behaviors of Inclined Micropiles on Liquefiable Soils [14WCEE] |
| 2698 | Y. Shimomura, M. Kawamura, Y. Ikeda, N. Sako and S. Ishimaru | PROPOSAL OF NEW FOUNDATION CONSTRUCTION WORKS WITH HIGH DAMPING AND MITIGATION PERFORMANCE; PART 1 FORCED VIBRATION TESTS OF TWO TYPES OF FOUNDATION BLOCKS AND SIMULATION ANALYSES [14WCEE] |
| 2699 | Y. Ohya and N. Yoshida | FEM MODEL OF BIOT’S EQUATION FREE FROM VOLUME LOCKING AND HOURGLASS INSTABILITY [14WCEE] |
| 2700 | Roodsari, Mehrzad, Tahamoli ; Mohammad Reza, Habibi | Using Neural Network for Prediction of the Dynamic Period and Amplification Factor of Soil for Microzonation in Urban Area [14WCEE] |