Results 31 to 40 of about 317,336 (296)

Fluorescence decay data analysis correcting for detector pulse pile-up at very high count rates

, 2017
Using Time-Correlated Single Photon Counting (TCSPC) for the purpose of fluorescence lifetime measurements is usually limited in speed due to pile-up.
Dowler, Rhys, Koenig, Marcelle, Patting, Matthias, Reisch, Paja, Sackrow, Marcus, Wahl, Michael   +5 more
core   +1 more source

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, De Lange, DA, Dijkstra, J, Stoevelaar, R, Van Tol, AF   +4 more
core   +2 more sources

Response of a Hexagonal Granular Packing under a Localized External Force [PDF]

, 2005
We study the response of a two-dimensional hexagonal packing of rigid, frictionless spherical grains due to a vertically downward point force on a single grain at the top layer.
Ostojic, Srdjan, Panja, Debabrata
core   +7 more sources

Modelling and Assessment of a Single Pile Subjected to Lateral Load

Studia Geotechnica et Mechanica, 2018
A three-dimensional finite element technique was used to analyse single pile lateral response subjected to pure lateral load. The main objective of this study is to assess the influence of the pile slenderness ratio on the lateral behaviour of single ...
Abbas Jasim M., Chik Zamri, Taha Mohd Raihan   +2 more
doaj   +1 more source

Design methods based upon rapid load tests [PDF]

, 2016
ISO 22477-10:2016 establishes the specifications for the execution of rapid load pile tests in which a single pile is subject to an axial load in compression to measure its load-displacement behaviour under rapid loading and to allow an assessment of its
Brown, Michael
core   +2 more sources

Study on Bearing Capacity of Reinforced Composite Pipe Pile Group in Reclaimed Stratum under Vertical Load

Journal of Marine Science and Engineering, 2023
A new stiffened composite pipe pile was developed for improving the foundation of reclaimed ground in ocean engineering. To study the bearing capacity of the stiffened composite pipe pile group, a combination of field test and finite element method was ...
Xiaohua Bao, Zilong Cheng, Jun Shen, Xiaodong Zhang, Xiangsheng Chen, Hongzhi Cui   +5 more
doaj   +1 more source

Mobilization of Mini Pile Uplift Resistance in Sand [PDF]

, 2015
Shaft resistance of tension pile will be fully mobilized at certain displacement. Some structures impose limits to the displacement of pile with a relatively small value in order not to cause damage.
Istiatun, I. (Istiatun), Pradiptiya, A. (Andikanoza), Sudardja, H. (Handi), Yuwono, Y. (Yuwono)   +3 more
core  

Real‐World Pediatric Blinatumomab Administration: Access to Outpatient Care Delivery and Impact of a Hospital‐Dispensed Model

Pediatric Blood &Cancer, EarlyView.
ABSTRACT Blinatumomab has been shown to be highly effective for patients with pediatric B‐ALL and has recently become standard of care therapy. Due to its past use in the clinical trial setting, there is limited information available about real‐world administration.
Katelyn Oranges, Kelly A. Duffy, Sara McDonough, Evelyn Kurpiewski, R. Jennifer Randall, Allison Barz Leahy, Haley M. Newman, Joyce P. Lee, Stephen P. Hunger, Anne F. Reilly, David T. Teachey, Susan R. Rheingold, Daniel J. Zheng   +12 more
wiley   +1 more source

Study on vertical vibration characteristics of single and group friction piles in multi-layered soil

Yantu gongcheng xuebao
To study the vertical vibration characteristics of single and group friction piles in multi-layered soil, a series of field vertical pile foundation dynamic tests are carried out, a vertical calculation model of friction single pile and pile group in ...
CAO Xiaolin 1, 3 , ZHOU Fengxi 1 , DAI Guoliang 2, LIANG Yuwang 1, WANG Liye 1
doaj   +1 more source

Mathematical Model of Single Pile [PDF]

Journal of the Geotechnical Engineering Division, 1974
This paper describes a computer model that combines two approaches to the study of the behavior of pile foundations. Results are encouraging in that they show that this model can predict pile behavior if adequate soil data are received.
Noel J. Gardner, Roy Sage
openaire   +1 more source