Results 21 to 30 of about 78,093 (307)
Set-up effects of piles in sand tested in the centrifuge [PDF]
, 2014 The bearing capacity of piles increases over time. Research has shown that this is caused by an increase in shaft friction combined with a constant or only slightly increasing base capacity.
Bezuijen, Adam +4 more
core +2 more sources
Remoulding of the Mercia Mudstone Group around CFA pile shafts [PDF]
, 2013 A field test has been undertaken to investigate changes to in situ Mercia Mudstone at the pile soil interface after installation of four 5.5 m long 350 mm diameter CFA piles. The test investigated whether a remoulded zone exists, the extent of the zone,
Atkinson +3 more
core +1 more source
Monotonic and cyclic lateral load tests on driven piles in chalk [PDF]
, 2017 This paper describes the results of a pile-testing campaign on open-ended tubular steel instrumented piles driven into the Chalk formation in the UK. The testing campaign comprised the performance of both monotonic and one-way cyclic lateral load tests,
Carey, John +2 more
core +2 more sources
Load-settlement behaviour of model pile groups in sand under vertical load
Journal of Civil Engineering and Management, 2017 Model pile load testing is effective to study the load-settlement behaviour of pile foundations given the controlled environment in which the testing is done. This paper reports a testing program in a large calibration chamber involving individual piles
Mauricio Martines Sales +4 more
doaj +1 more source
Large Deformation Numerical Simulation of the Set up Effect Induced by Sand Compaction Pile Group Installation [PDF]
MATEC Web of Conferences, 2020 The improvement of soil undrained shear strength induced by installation of sand compaction pile (SCP), called set up effect, has observed in a number of field tests, but not been considered by the design code.
Kang Chenyu, Yi Jiangtao
doaj +1 more source
Soils and Foundations, 2022 Centrifuge modeling offers a viable tool for research in the soil-pile interaction, but this technique has not been used for helical piles in cohesive soils.
Weidong Li +2 more
doaj +1 more source
Comparing rapid load pile testing for driven and CFA piles in London Clay [PDF]
, 2012 The current analysis of rapid load tests (RLT) such as Statnamic is normally based upon empirical correlations with static pile tests in similar soils.
Brown, M. J., Powell, J. J. M.
core +2 more sources
E3S Web of Conferences, 2018 Pile jacking process can lead to high bearing capacity, stiff base response but sometimes excessive installation resistance. However, it limited by jack capacity and negative shaft resistance.
Hassan Nor Syamira, Ibrahim Aniza
doaj +1 more source
The Baltic Journal of Road and Bridge Engineering, 2021 Accuracy of numerical modelling of ground resistance of the displacement pile highly depends on proper evaluation of its states: prior loading and its changes during the loading.
Vaidas Martinkus +2 more
doaj +1 more source
Prediction of Smear Effect on the Bearing Capacity of Driven Piles
Journal of Engineering, 2023 This paper deals with prediction the effect of soil remoulding (smear) on the ultimate bearing capacity of driven piles. The proposed method based on detecting the decrease in ultimate bearing capacity of the pile shaft (excluding the share of pile tip)
Ala’a Hussein. Alwan Al-Zuhairi +2 more
doaj +1 more source