8 Artículos

Calculation Model of Compaction Coefficient of Soil among SP-PSC Pile Group on Collapsible Loess Foundation

Acceso

en línea

Jian Hou, Yiyang Lu, Jian?an Wang and Kaihang Yu

Collapsible loess is a kind of soil with special properties, and is widely distributed in China. When it is not wetted by water, its strength is generally high and its compressibility is low. However, when collapsible loess is wetted by water under a cer... ver más

Revista: Applied Sciences Formato: Electrónico

Tabla de contenido: Vol: 13 Num: 0 Par: 6 Año: 2023

Load-Settlement Behaviour Analysis Based on the Characteristics of the Vertical Loads under a Pile Group

Acceso

en línea

Haijun Liu, Zhaoran Xiao and Kinman Lee

The nonlinear load-settlement behaviours of vertically loaded pile groups containing various numbers of piles (up to a few hundred piles in a group) are analysed using the method proposed by Lee and Xiao. This back-analysis method assumes the ?local shea... ver más

Revista: Applied Sciences Formato: Electrónico

Tabla de contenido: Vol: 12 Num: 0 Par: 12 Año: 2022

EXPERIMENTAL MODELING OF LARGE PILE GROUPS IN SLOPING GROUND SUBJECTED TO LIQUEFACTION-INDUCED LATERAL FLOW: 1-G SHAKING TABLE TESTS 261-279

Solicitud

usuarios registrados

RAMIN MOTAMED, VLATKO SESOV, IKUO TOWHATA and NGO TUAN ANH

Revista: SOILS AND FOUNDATIONS Formato: Impreso

Tabla de contenido: Vol: 50 Num: 2 Par: 0 Año: 2010

Large-scale Shake Table Experiment and Numerical Simulation on the Nonlinear Behavior of Pile-groups Subjected to Large-scale Earthquakes

Solicitud

usuarios registrados

Masahiro Shirato, Yoshinori Nonomura, Jiro Fukui and Shoichi Nakatani Pág. 375

Revista: SOILS AND FOUNDATIONS Formato: Impreso

Tabla de contenido: Vol: 48 Num: 3 Par: 0 Año: 2008

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