3-DIMENSIONAL EFFECTIVE STRESS ANALYSIS OF A DAMAGED GROUP-PILE FOUNDATION ADJACENT TO A QUAY WALL

Ryosuke UZUOKA; Noriaki SENTO; Atsushi YASHIMA; Feng ZHANG

doi:10.5610/jaee.2.2_1

3-DIMENSIONAL EFFECTIVE STRESS ANALYSIS OF A DAMAGED GROUP-PILE FOUNDATION ADJACENT TO A QUAY WALL

Journal of Japan Association for Earthquake Engineering ◽

10.5610/jaee.2.2_1 ◽

2002 ◽

Vol 2 (2) ◽

pp. 1-14 ◽

Cited By ~ 7

Author(s):

Ryosuke UZUOKA ◽

Noriaki SENTO ◽

Atsushi YASHIMA ◽

Feng ZHANG

Keyword(s):

Stress Analysis ◽

Effective Stress ◽

Pile Foundation ◽

3 Dimensional ◽

Quay Wall ◽

Effective Stress Analysis ◽

Group Pile

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CLASS A PREDICTION FOR SEISMIC CENTRIFUGE MODELING OF MULTI-BLOCK QUAY-WALL: UNDRAINED (PLAXIS) VERSUS COUPLED (FLAC) EFFECTIVE STRESS ANALYSIS

Proceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) ◽

10.7712/120115.3578.1577 ◽

2015 ◽

Cited By ~ 1

Author(s):

Panagiota Tasiopoulou ◽

Nikos Gerolymos ◽

George Gazetas

Keyword(s):

Stress Analysis ◽

Effective Stress ◽

Centrifuge Modeling ◽

Class A ◽

Quay Wall ◽

Effective Stress Analysis

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SHAKING TABLE TEST AND EFFECTIVE STRESS ANALYSIS ON SEISMIC PERFORMANCE WITH SEISMIC ISOLATION RUBBER TO THE INTERMEDIATE PART OF PILE FOUNDATION IN LIQUEFACTION

Journal of Japan Society of Civil Engineers Ser A1 (Structural Engineering & Earthquake Engineering (SE/EE)) ◽

10.2208/jscejseee.68.i_584 ◽

2012 ◽

Vol 68 (4) ◽

pp. I_584-I_597

Keyword(s):

Stress Analysis ◽

Seismic Performance ◽

Effective Stress ◽

Pile Foundation ◽

Seismic Isolation ◽

Shaking Table Test ◽

Shaking Table ◽

Effective Stress Analysis ◽

Intermediate Part

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EFFECTIVE STRESS ANALYSIS SIMULATING CENTRIFUGE MODEL TEST OF REINFORCED CONCRETE PILE FOUNDATION IN LIQUEFIABLE GROUND

Journal of Japan Society of Civil Engineers Ser A1 (Structural Engineering & Earthquake Engineering (SE/EE)) ◽

10.2208/jscejseee.75.i_101 ◽

2019 ◽

Vol 75 (4) ◽

pp. I_101-I_108

Author(s):

Koji ITO ◽

Tomohiro SASAKI ◽

Shunichi HIGUCHI

Keyword(s):

Reinforced Concrete ◽

Stress Analysis ◽

Effective Stress ◽

Model Test ◽

Pile Foundation ◽

Centrifuge Model Test ◽

Centrifuge Model ◽

Concrete Pile ◽

Effective Stress Analysis

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SEISMIC EFFECTIVE STRESS ANALYSIS OF QUAY WALL IN LIQUEFIABLE SOIL: THE CASE HISTORY OF KOBE

International Journal of Geomate ◽

10.21660/2016.20.41901 ◽

2016 ◽

Author(s):

Christos Souliotis

Keyword(s):

Stress Analysis ◽

Effective Stress ◽

Case History ◽

Liquefiable Soil ◽

Quay Wall ◽

Effective Stress Analysis ◽

History Of

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Shaking table test and effective stress analysis of bridge pile foundation with seismic isolation rubber in liquefied ground

Advances in Transportation Geotechnics 2 ◽

10.1201/b12754-118 ◽

2012 ◽

pp. 768-773

Author(s):

K Uno ◽

M Mitou ◽

H Otsuka

Keyword(s):

Stress Analysis ◽

Effective Stress ◽

Pile Foundation ◽

Seismic Isolation ◽

Shaking Table Test ◽

Shaking Table ◽

Effective Stress Analysis ◽

Bridge Pile Foundation

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Evaluation of Caisson Quay Wall Behavior during the 1995 Kobe Earthquake by Nonlinear Effective Stress Analysis

Journal of the Earthquake Engineering Society of Korea ◽

10.5000/eesk.2016.20.6.401 ◽

2016 ◽

Vol 20 (6) ◽

pp. 401-412

Author(s):

Jin-sun Lee ◽

◽

Gyeong-do Noh

Keyword(s):

Stress Analysis ◽

Effective Stress ◽

Kobe Earthquake ◽

Quay Wall ◽

Effective Stress Analysis

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Seismic 3-D effective stress analysis

Deformation Characteristics of Geomaterials / Comportement Des Sols Et Des Roches Tendres ◽

10.1201/noe9058096043.ch115 ◽

2003 ◽

Cited By ~ 1

Author(s):

K Ishihara ◽

M Cubrinovski ◽

T Shibayama

Keyword(s):

Stress Analysis ◽

Effective Stress ◽

Effective Stress Analysis

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Effective Stress Analysis of Seismic Response and Liquefaction: Theory

Journal of Geotechnical Engineering ◽

10.1061/(asce)0733-9410(1984)110:5(628) ◽

1984 ◽

Vol 110 (5) ◽

pp. 628-644 ◽

Cited By ~ 16

Author(s):

S. Umit Dikmen ◽

Jamshid Ghaboussi

Keyword(s):

Stress Analysis ◽

Seismic Response ◽

Effective Stress ◽

Effective Stress Analysis

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Simplified Method for Nonlinear Soil-Pile Interactions in Two Dimensional Effective Stress Analysis

Geotechnical Earthquake Engineering and Soil Dynamics V ◽

10.1061/9780784481479.027 ◽

2018 ◽

Author(s):

Y. Tamari ◽

O. Ozutsumi ◽

K. Ichii ◽

S. Iai

Keyword(s):

Stress Analysis ◽

Effective Stress ◽

Two Dimensional ◽

Simplified Method ◽

Effective Stress Analysis

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Coupled effective stress analysis of insertion problems in geotechnics with the Particle Finite Element Method

Computers and Geotechnics ◽

10.1016/j.compgeo.2018.04.002 ◽

2018 ◽

Vol 101 ◽

pp. 114-129 ◽

Cited By ~ 19

Author(s):

Lluís Monforte ◽

Marcos Arroyo ◽

Josep Maria Carbonell ◽

Antonio Gens

Keyword(s):

Finite Element Method ◽

Finite Element ◽

Stress Analysis ◽

Effective Stress ◽

Particle Finite Element Method ◽

Effective Stress Analysis ◽

Element Method

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