Field load test of instrumented drilled shafts at Islamorada, Florida. A report to Girdler Foundation and Exploration Corporation (unpublished), Clearwater, Florida.Reese, L.C., W.R. Cox & F.D. Koop 1974. Field testing and analysis of laterally loaded piles in sand. Proceedings of the VI...
The report comprises of borehole details, general and dynamic considerations of pile foundations giving a detailed note on process of installation of piles by boring and respective construction methods. The report gives the glimpse on stages of manufacture of concrete in piling and pile load test.G...
Foundation of building on concrete piles is often used when it is necessary to carry the load into larger depth as by common foundation. Bearing capacity of piles or piled raft foundation is wide area to research. This paper deals with experimental load test of concrete pile and with their nu...
A Report to the American Petroleum Institute, PRAC82-41-2, The University of Houston-University Park, Houston, TX Rajashree, S. S., & Sitharam, T. G. (2001). Nonlinear finite-element modeling of batter piles under lateral load. Journal of Geotechnical and Geoenvironmental Engineering,127(7...
[10] conducted horizontal loading tests and a 3D elastoplastic analysis with FEM to study the load-displacement characteristics of a pile foundation in a composite ground formed by the PGI method. Tomisawa and Miura [18] analyzed the mechanical behavior of a pile foundation constructed in a ...
3.2.5. Back analysis of cyclic test Table 1 summaries the load history of the Sabine River free head cyclic lateral load test. The load history consists of four load parcels. Within each parcel, the cyclic loading remains constant. The load level increases with the parcel number. Except Parce...
Yan M, Shangguan SQ, Li WC, Zhu BT (2017) Numerical study of consolidation effect on the response of passive piles adjacent to surcharge load. International Journal of Geomechanics (ASCE) 17(11):04017093, DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0000991 Article Google Scholar Zheng...
been investigated by using the shaking table test [2,8] and the centrifuge test [9,10]. The present study continues the line of works on shaking table tests on the soil–pile–structure system. The main focus of the present study is to report a newly ...
Fig. 4. Comparison of centrifuge test results, the FE simulations, and results based on p-y method. 3.2. Result analyses of a typical case In this section, a typical case will be represented to show the load-displacement curves, load combinations, and monopile envelopes based on the calcula...
(ideal curve) of a composite pile having an ideal support force. Additionally, in the present test, the ideal curve was set on the basis of a virtual ultimate support force (a pile head load of 5860 kN when the distal end displacement amount Sp reaches 10% (70 mm) of the diameter D...