Results 41 to 50 of about 302,038 (201)

Pile and Pile Group Capacity: Some Findings from Centrifuge Tests [PDF]

, 2013
The London Geotechnical Centrifuge Centre at City University London is a major experimental research facility for the Geotechnical Engineering Research Group. Some findings from two recent doctoral research projects are presented. The projects were aimed
Gorasia, R.J., Rose, A.V., Taylor, R.N.
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Results of monitoring at the British library excavation [PDF]

, 2014
The main phase of excavation for the basements of the British Library at St Pancras, London, was completed in 1987. The project included basements extending up to 25 m deep, through the London Clay and into the Lambeth Group. The excavations were formed
Simpson, Brian, Vardanega, Paul J.
core   +2 more sources

Dynamic Response Difference of Single Pile and Pile Group with Variable Section in Variation of Seismic Subsidence Soil Layer

Shanghai Jiaotong Daxue xuebao
In order to study the difference of dynamic response between large diameter variable section single pile and pile group foundations in seismic subsidence soil with different thicknesses under ground motion, based on the Xiang’an Bridge of Xiamen Second ...
FENG Zhongju, WANG Wei, ZHANG Cong, ZHU Jixin, WANG Yiran, MENG Yingying
doaj   +1 more source

Dynamic response of pile foundations under coupled vibration [PDF]

, 2010
For the dynamic response of pile foundation under coupled vibration single piles and 2 x 2 group piles with length to diameter ratios 10,15 and 20 have taken.
Prusty, S.Santosh Kumar
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Soil-pile-structure interaction:experimental outcomes from shaking table tests [PDF]

, 2016
An effective way to study the complex seismic soil-structure interaction phenomena is to investigate the response of physical scaled models in 1-g or n-g laboratory devices.
Chau, Chidichimo, Ciampoli, Crewe, Dezi, Di Laora, Di Laora, Dihoru, Durante, Federal Emergency Management Agency, Federal Emergency Management Agency, Gazetas, Jennings, Kaynia, Kramer, Krishnan, Kumar, Lings, Maravas, Muir Wood, Mylonakis, Mylonakis, Nikolaou, NIST, Novak, Padron, Pender, Pitilakis, Sica, Simonelli, Stewart, Veletsos, Veletsos, Wolf   +33 more
core   +2 more sources

Investigation of lateral load resistance of laterally loaded pile in sandy soil [PDF]

, 2003
Investigation of the lateral load resistance of pile is made by laboratory model test on single and group piles. The experiments are carried out with varying size, spacing of piles in group and length to diameter ratio (L/d) of the piles.
Alim, M.A., Chowdhury, M.A.S., Rahman, M.M.   +2 more
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Investigation into the effect of uncertainty of CPT-based soil type estimation on the accuracy of CPT-based pile bearing capacity analysis [PDF]

, 2016
Cone Penetration Test (CPT or CPTu) is commonly used for estimating soil types and also for the geotechnical design of pile foundation. However, the level of agreement between the CPT-based soil types and the traditional identification of soil types ...
Bellis, Angela, Hamza, Omar
core   +2 more sources

Analisis Geoteknik Perencanaan Sistem Polder Tambak Lorok Semarang Utara Provinsi Jawa Tengah [PDF]

, 2017
Rob merupakan problem yang sering terjadi di Kota Semarang, salah satu penangananya berupa Sistem Polder dengan Kolam Retensi. Salah satu kolam retensi yang dibangun berada di kali Banger.
Anggraini, G. (Galih), Diwani, J. P. (Jodan), Hardiyati, S. (Siti), S, K. W. (Kresno)   +3 more
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Numerical study on the lateral behavior of pile groups in Toyoura sand using the hypoplastic constitutive model

Scientific Reports
A pile group under lateral loading is a complex pile‒soil-pile interaction problem. In this study, numerical analysis was used to investigate the lateral behavior of pile groups arranged in a 3 × 3 configuration with varying piles spacings.
Jiandong Li, Yuting Zhang, Guangzong Yuan, Tianqi Bian   +3 more
doaj   +1 more source

Research on time-dependent behavior of rock-socketed pile group based on FEM-BEM coupling method

Yantu gongcheng xuebao
For time-dependent behavior of rock-socketed pile groups, the finite element method is utilized to discretize the pile group into single pile and pile elements, and the global stiffness matrix equation of the pile group can be obtained by assembling pile
CHEN Yuanfeng1, 2, 3, 4 , AI Zhiyong4 , MA Zhanguo2, 3, YE Zikun4, MAO Xianbiao2, 3
doaj   +1 more source