(2015). "Load transfer mechanism in pile group due to single tunnel advancement in stiff clay." Tunn. Undergr. Space Technol., 45, 63-72.Soomro M A, Hong Y, Ng C W W, et al. Load transfer mechanism in pile group due to single tunnel advancement in stiff clay [J]. Tunnelling ...
Since many previous studies mainly focus on the effects of single tunnelling on single piles, settlement and load transfer mechanism of a pile group subjected to twin tunnelling are not well investigated and understood. To address these two issues, two three-dimensional centrifuge tests were carried...
The load transfer mechanism between the nonliquefied crust layer and the pile cap was also compared with results from prior centrifuge tests without superstructures and in different soil profiles (Boulanger et al. 2003, Brandenberg et al. 2004). The resulting insights regarding the ...
load transferarching effectmembrane effectpile-soil interactiondifferential settlementThe load transfer mechanism of a geosynthetic-reinforced and pile-supported embankmentis is influenced by the interactions among embankment fill, bridging layer, piles and foundation soil. In this paper, an integrated method...
In-situ pile load tests were conducted in frozen and unfrozen Leda clay and used to establish stress-strain correlations to describe the load transfer of the test piles. The stress-strain correlations in frozen ground were favourably comparable within the small strain region. As the load was ...
In most practical cases, the load transfer mechanism and design calculation theory are conducted empirically, which results in higher cost compared with other columns. This study is focused on the dynamic method in determining the bearing capacity and shaft resistance of CFG. The test site is ...
Distribution of axial strain in model piles was measured by Fiber Bragg Grating(FBG) sensor to investigate a possibility of measuring and analyzing the load transfer mechanism of pile foundation by Fiber Optic Sensor(FOS) system. Since Fiber Bragg Gratings(FBG) of different wave lengths can be mu...
The shear stress transfers the embankment load taken by the subsoil onto the pile. Terzaghi (1943) termed this load transfer mechanism “soil arching effect”. The soil arching effect is dependent on the pile spacing, pile modulus, height of embankment, friction angle of embankment fill, and ...
The analysis and design of disconnected piled rafts (DPRs) are made challenging by the occurrence of complex soil–structure interactions, including the load transfer mechanism through the raft–pile gap. While non-linear finite element (FE) simulations can improve the design reliability, excessive ...
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts Volume 30, Issue 1, February 1993, Pages A52Surface structures FoundationsLoad transfer functions and pile performance monitoring : Everett, J P Proc Tenth Regional Conference for Africa on Soil Mechanics and Foundation...