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Journal articles on the topic 'Lord randolph'

Author: Grafiati

Published: 4 June 2021

Last updated: 28 July 2025

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1

Jamil, Irfan, Irshad Ahmad, Shahid Ali Khan, et al. "Analysis and Design of Piled Raft Foundation Taking into Account Interaction Factors." Advances in Civil Engineering 2022 (March 26, 2022): 1–11. http://dx.doi.org/10.1155/2022/1334136.

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In a combined piled raft foundation (CPRF) both raft and piles take their share of the total load applied. However, in practice, the contribution of a raft in taking load is usually ignored and the load is assumed to be supported on piles. This way of CPRF becomes excessively conservative and uneconomical. To economize the design, relative load sharing of raft and piles in CPRF has to be found. In this connection, different simplified methods have been developed, each one with some limitations. In this study, three simplified methods have been applied to two cases of pile-raft systems. The met

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2

Zhang, Qian Qing, and Zhong Miao Zhang. "A Modified Shear Displacement Method for Calculating Settlement of Single Pile." Advanced Materials Research 261-263 (May 2011): 1804–8. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.1804.

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A modified shear displacement method is presented to analyze the load-settlement response of a single pile in homogenous soil using two models. One model adopts a hyperbolic model to simulate the stress-strain relationship of soil under shear stress before failure occurs, and the other model uses a non-linear stress-strain relationship to evaluate the load-displacement behavior of the soil beneath the pile base. Comparisons of the load-settlement responses between the present modified model and the model suggested by Randolph and Wroth are given to demonstrate the effectiveness and accuracy of

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3

Fei, Xiang, Yong Lai Zheng, Wei Wei Yang, and Shu Xin Deng. "Pile Groups Displacement Calculation Based on Mindlin Solution and Principle of Minimum Potential Energy." Applied Mechanics and Materials 525 (February 2014): 541–45. http://dx.doi.org/10.4028/www.scientific.net/amm.525.541.

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A displacement function of a single pile among pile groups was proposed according to Mindlin solution. Using variational theory and principle of minimum potential energy and considering the relation between shear stress of soil around piles and displacement described in Randolph single pile displacement solution, the relation between soil and settlement in the tip of a pile was derived. Relation between load and displacement of a single pile among pile groups was obtained. It was compared with other examples after that. The result calculated by the method proposed here matchs closely with the

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4

Alnuaim, A. M., M. H. El Naggar, and H. El Naggar. "Performance of micropiled raft in clay subjected to vertical concentrated load: centrifuge modeling." Canadian Geotechnical Journal 52, no. 12 (2015): 2017–29. http://dx.doi.org/10.1139/cgj-2014-0448.

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The overall behavior of a micropiled raft foundation (MPR) system is similar to a piled raft foundation where the load is transferred by both the raft and micropiles. However, there is no guidance available regarding the design of MPRs or indication of their performance. In this study, geotechnical centrifuge testing was conducted to investigate the behavior of MPR foundations in clay and evaluate their performance characteristics. The study evaluated the performance of MPRs compared to the isolated raft in terms of raft total and differential settlements; raft contact pressure; raft bending m

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Soares, Wilson Cartaxo, Roberto Quental Coutinho, and Renato Pinto da Cunha. "Piled raft with hollow auger piles founded in a Brazilian granular deposit." Canadian Geotechnical Journal 52, no. 8 (2015): 1005–22. http://dx.doi.org/10.1139/cgj-2014-0087.

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Geotechnical projects typically achieve load transfer to the ground using shallow or deep foundations. The conventional design approach does not provide for the combination of these two types of foundation. The piled raft philosophy allows the association of the soil elements, raft, and piles to obtain technical and economic advantages over conventional design. The city of João Pessoa, in northeastern Brazil, has developed foundation practices with hollow auger piles in piled raft design. The coastal area of the city has topsoil layers with favorable conditions for using such a technique. This

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6

Alnuaim, A. M., H. El Naggar, and M. H. El Naggar. "Performance of micropiled raft in sand subjected to vertical concentrated load: centrifuge modeling." Canadian Geotechnical Journal 52, no. 1 (2015): 33–45. http://dx.doi.org/10.1139/cgj-2014-0001.

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Initial applications of micropiles have involved retrofitting foundations of existing buildings. In these applications, the overall performance of the micropiles–raft (MPR) foundation system is similar to a piled raft foundation where the load is transmitted through both the raft and micropiles. However, there is no guidance available regarding the performance of MPR foundations. In this study, geotechnical centrifuge testing was conducted to investigate the behavior of MPR foundations in sand and evaluate their performance characteristics. The study investigated the effect of raft flexibility

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7

Vlček, Jozef, Marian Drusa, Filip Gago, and Ján Mihálik. "Analysis of a Large-Scale Physical Model of Geosynthetic-Reinforced Piled Embankment and Analytical Design Methods." Buildings 13, no. 6 (2023): 1464. http://dx.doi.org/10.3390/buildings13061464.

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The piled embankment represents one of the solutions for the realization of a soil body on a compressible subsoil where extended settlement or insufficient stability threatens the serviceability of related structures. Widely adopted analytical design procedures were analyzed: Marston’s formula and Hewlett and Randolph method contained in the British standard BS 8006-1, the German regulation EBGEO and the Dutch regulation CUR 226. Using these recommendations, the theoretical values of the individual parts of the load acting in the embankment and, subsequently, the values of the axial strain or

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8

Niazi, Fawad S., and Karl E. Wangensten-Øye. "Stacked pile solution for axial load–settlement analysis of driven piles in multi-layered soils." Canadian Geotechnical Journal 57, no. 6 (2020): 851–70. http://dx.doi.org/10.1139/cgj-2018-0892.

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The load–settlement (Q–s) response of deep foundations is influenced by the soil stiffness. One of the most common methods of installing these foundations is the process of driving, which changes the in situ soil stress and stiffness regime. The stiffness further reduces in a nonlinear manner as the loads and shearing strains increase within the soil. The decay in the stiffness of the soil surrounding an axially loaded pile varies with depth. While a variety of methods is available to predict the nonlinear Q–s response of piles in relatively simpler soil profiles, only select methods can handl

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9

Niazi, Fawad S., and Paul W. Mayne. "Axial pile response of bidirectional O-cell loading from modified analytical elastic solution and downhole shear wave velocity." Canadian Geotechnical Journal 51, no. 11 (2014): 1284–302. http://dx.doi.org/10.1139/cgj-2013-0220.

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The Osterberg cell (O-cell) type of bidirectional pile load testing is a modern full-scale proofing method in the realm of performance-based pile design. It is done at considerable cost, not possible on small- to medium-size projects. An economical approach of utilizing the flexible and approximate analytical solution proposed by Randolph has frequently been adopted in the past for evaluating pile settlements under static, unidirectional, top-down axial compression loading. To extend this solution for O-cell loadings, the following adaptations are warranted: (i) appropriate modifications to ha

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10

Wang, Runshen, Dominic E. L. Ong, Jialin Zhou, Siwei Liu, and Erwin Oh. "Validation of Analytical Solutions for Predicting Drilled Pile Behaviour under Bi-Directional Static Load Tests." Geosciences 12, no. 8 (2022): 284. http://dx.doi.org/10.3390/geosciences12080284.

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A bi-directional static load test (BDSLT) is one of the most effective methods for accurately estimating pile bearing capacity, in which the test pile is divided into two portions by activating the single-loading device welded along the pile shaft. BDSLT, thus, eliminates the safety concerns and space limitations imposed by the reaction system, as compared to conventional static load tests (kentledge). Based on this study’s project requirements, two loading devices (supercells) were welded along the pile shaft to provide sufficient bearing capacity under the BDSLT, and an equivalent method was

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11

Rogers, Claudia J. "ELDER ABUSE DETECTION AND INTERVENTION: A COLLABORATIVE APPROACH By Bonnie Brandl, Carmel Bitondo Dyer, Candace J. Heisler, Joanne Marlatt Otto, Lori A. Stiegel, and Randolph W. Thomas." Educational Gerontology 34, no. 7 (2008): 645–46. http://dx.doi.org/10.1080/03601270802135034.

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12

Denton, Christopher C., Susan Mary Carson, Saranya Veluswamy, Thomas Hofstra, John C. Wood, and Thomas D. Coates. "Pituitary and Pancreatic Iron Is Present at an Early Age in Transfused Patients with Alpha Thalassemia Major." Blood 142, Supplement 1 (2023): 2477. http://dx.doi.org/10.1182/blood-2023-185502.

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Introduction Alpha thalassemia major is generally fatal in utero or shortly after birth without aggressive red cell transfusion therapy both pre- and postnatally. The Society for Maternal-Fetal Medicine has released evidence-based practice guidelines for the diagnosis and management of fetal anemia, largely focused on red cell alloimmunization, with intrauterine transfusion typically starting at 18 weeks gestational age.((SMFM) et al., 2015) Early initiation of intrauterine transfusion allows quick correction of anemia and a prolonged reduction of hemoglobin Bart's concentration leading up to

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13

Huang, He, and Haruyuki Yamamoto. "ANALYTICAL STUDY ON PILED-RAFT FOUNDATION CONSIDERING NONLINEAR BEHAVIOR OF GIBSON SOIL." Proceedings of International Structural Engineering and Construction 3, no. 2 (2016). http://dx.doi.org/10.14455/isec.res.2016.119.

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Randolph (1994) was proposed simplified estimated equations to carried out the proportion of load between the components of piled-raft foundation. These equations are based on elastic theory. Therefore, Authors focus on the point of applicability for nonlinear behavior of soil. This paper is a part of study on behavior of piled-raft foundation under considering the nonlinear behavior of ground. Authors already discussed the effect of nonlinear behavior of soil on the equations by Randolph. In addition, as the extension of research, authors also discussed the applicability of these equations fo

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14

Weerasinghe, Viranga, Inoka Amarakoon, Darshani Kumaragamage, et al. "Release of phosphorus and metal(loid)s from manured soils to floodwater during a laboratory simulation of snowmelt flooding." Journal of Environmental Quality, April 30, 2024. http://dx.doi.org/10.1002/jeq2.20564.

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AbstractPhosphorus (P) and metal accumulation in manured agricultural soils and subsequent losses to waterways have been extensively studied; however, the magnitudes and the factors governing their losses during spring snowmelt flooding are less known. We examined the P and metal release from long‐term manured soil to floodwater under simulated snowmelt flooding with recent manure additions. Intact soil columns collected from field plots located in Randolph, Southern Manitoba, 2 weeks after liquid swine manure treatments (surface‐applied, injected, or control with no recent manure addition) we

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15

"International Stroke Conference 2013 Abstract Graders." Stroke 44, suppl_1 (2013). http://dx.doi.org/10.1161/str.44.suppl_1.aisc2013.

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Alex Abou-Chebl, MD Michael Abraham, MD Joseph E. Acker, III, EMT-P, MPH Robert Adams, MD, MS, FAHA Eric Adelman, MD Opeolu Adeoye, MD DeAnna L. Adkins, PhD Maria Aguilar, MD Absar Ahmed, MD Naveed Akhtar, MD Rufus Akinyemi, MBBS, MSc, MWACP, FMCP(Nig) Karen C. Albright, DO, MPH Felipe Albuquerque, MD Andrei V. Alexandrov, MD Abdulnasser Alhajeri, MD Latisha Ali, MD Nabil J. Alkayed, MD, PhD, FAHA Amer Alshekhlee, MD, MSc Irfan Altafullah, MD Arun Paul Amar, MD Pierre Amarenco, MD, FAHA, FAAN Sepideh Amin-Hanjani, MD, FAANS, FACS, FAHA Catherine Amlie-Lefond, MD Aaron M. Anderson, MD David C.

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16

"Acknowledgment of Abstract Reviewers." Circulation 128, suppl_22 (2013). https://doi.org/10.1161/circ.128.suppl_22.a401.

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Abbara, Suhny Abbott, J Dawn Abe, Jun-ichi Abraham, William T. Achenbach, Stephan Ackerman, Michael J. Adabag, Selcuk Adams, Ted Adatya, Sirtaz Ades, Philip A. Ahmed, Bina Aikawa, Elena Ailawadi, Gorav Aizawa, Yoshifusa Aizer, Anthony Akagi, Teiji Akar, Fadi Akhter, Shahab Al Khatib, Sana Al-Ahmad, Amin Al-Mallah, Mouaz Alberts, Mark J. Alexander, John H.. Alexander, Mark Ali, Mo Allen, Larry A. Allen, Norrina B. Allison, Matthew A. Ambrosio, Giuseppe Amsterdam, Ezra Anand, Inder S. Andelfinger, Gregor Anderson, Mark E. Andresen, Brad Antoniucci, David Anversa, Piero Anyanwu, Ani Aon, Miguel A

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