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Relevant bibliographies by topics / Lord randolph

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Academic literature on the topic 'Lord randolph'

Author: Grafiati

Published: 4 June 2021

Last updated: 28 July 2025

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Journal articles on the topic "Lord randolph"

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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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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Books on the topic "Lord randolph"

1

Randolph, Caldecott. Randolph Caldecott: Lord of the nursey. 2nd ed. Bloomsbury Books, 1988.

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Randolph, Caldecott. Randolph Caldecott: 'Lord of the Nursery'. Bloomsbury Books, 1988.

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3

Lee, Celia. The Churchills: A family portrait. Palgrave Macmillan, 2010.

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4

undifferentiated, Winston Churchill. Lord Randolph Churchill. Creative Media Partners, LLC, 2022.

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Lord Randolph Churchill. Trieste Publishing, 2017.

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Lord Randolph Churchill. Creative Media Partners, LLC, 2022.

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Churchill, Winston. Lord Randolph Churchill. Creative Media Partners, LLC, 2018.

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Churchill, Winston. Lord Randolph Churchill. Barnes & Noble, Incorporated, 2011.

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Churchill, Winston. Lord Randolph Churchill. Creative Media Partners, LLC, 2018.

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Churchill, Winston. Lord Randolph Churchill. Creative Media Partners, LLC, 2018.

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Book chapters on the topic "Lord randolph"

1

Duncan, Samuel, and Winston S. Churchill. "Samuel Duncan to Winston S. Churchill,1 19 October 1903, with Enclosure of Lord Randolph Churchill to Samuel Duncan, 20 November 1884." In Politics and Trade in Britain, 1776-1914. Routledge, 2023. http://dx.doi.org/10.4324/9781003098140-12.

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"Enter Lord Randolph Churchill." In A Life of Sir John Eldon Gorst. Routledge, 2013. http://dx.doi.org/10.4324/9781315038933-21.

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"The Life of Lord Randolph." In Winston S. Churchill. C & T Publications Limited, 2007. http://dx.doi.org/10.5040/9781350113589.ch-005.

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Parnell, Charles Stewart, and Michael de Nie. "Speeches of Lord Randolph Churchill." In Lives of Victorian Political Figures II. Routledge, 2021. http://dx.doi.org/10.4324/9781003192305-8.

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Kerecuk, N. "Quirk, Professor The Lord Charles Randolph (b. 1920)." In Encyclopedia of Language & Linguistics. Elsevier, 2006. http://dx.doi.org/10.1016/b0-08-044854-2/02835-2.

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Storey, William Kelleher. "Consolidating Rhodesia." In The Colonialist. Oxford University PressNew York, 2025. https://doi.org/10.1093/oso/9780199811359.003.0015.

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Abstract The BSAC had only shaky authority to govern in Mashonaland, but nonetheless the company did just that. The British government allowed it, and the Ndebele ruler, Lobengula, continued to protest, to no avail. Rhodes visited Mashonaland, where he was joined by Lord Randolph Churchill, who began to publish essays that were critical of the BSAC. Rhodes also visited Great Zimbabwe, where he had recently hired a team of archaeologists to begin excavations. Rhodes continued to depend on his network in London, from Natty Rothschild to the investors who were willing to finance the Bechuanaland

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7

Best, Geoffrey. "Clementine and the Commons." In Churchill: A Study in Greatness. Oxford University PressNew York, NY, 2003. http://dx.doi.org/10.1093/oso/9780195161397.003.0003.

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Abstract Churchill entered the House of Commons as MP for Oldham and, to nobody’s surprise, as a Conservative Unionist. Nothing else was to be expected of so conspicuous a son of so conspicuous a Conservative father. What was surprising, and to the great majority of Conservatives offensive, was that within four years the son had crossed the floor to join the Liberals. This was the first of the string of pools of political hot water through which he would have to swim; and it was potentially the most embarrassing, for it concerned the qualities most revered in family and political life: loyalty

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8

"Lord Randolph S. Churchill, Excerpts from Men, Mines, and Animals in South Africa (1895)." In Archives of Empire. Duke University Press, 2003. http://dx.doi.org/10.2307/j.ctv1220psq.57.

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9

Gaunt, Richard A., and Michael Partridge. "Lord Randolph Churchill, ‘Elijah’s Mantle; April 19th, 1883’, The Fortnightly Review, 33 (1883), pp. 613–21." In Lives of Victorian Political Figures I. Routledge, 2021. http://dx.doi.org/10.4324/9781003192275-15.

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10

Patel, Arpita Vimlesh, and Nitin H. Joshi. "Effect of Shape of Raft and Relative Density of Sand on Carrying Capacity of Model Piled Raft Foundation." In Challenges and Advancements in Civil Engineering. Grinrey Publishing, 2023. http://dx.doi.org/10.55084/grinrey/ert/978-81-964105-0-6_2.

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A pile-raft foundation proves to be an economical foundation in many situations as compared to a pile foundation, but its analysis is complicated because of interactions between the pile, the raft, and the soil. This research paper presents the experimental study on an axially loaded model raft and piled raft foundation on sandy soil with different shapes of the raft (square, circular, rectangular, and trapezoidal). The study was carried out by varying the relative density of the sand bed (40%, 60%, and 80%). The spacing between piles was kept 7d for all model piled-raft foundations (MPRF). In

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Conference papers on the topic "Lord randolph"

1

Zhang, Guangrui, Yanbin Wang, and Deli Gao. "Dynamic Response and Fatigue Analysis of the Steel Catenary Riser Carrying Slug Flow Based on VFIFE Method." In 58th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2024. http://dx.doi.org/10.56952/arma-2024-0088.

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ABSTRACT: Steel catenary riser (SCR) is the critical equipment connecting floating platform and subsea pipelines for transferring oil and gas. The dynamics of SCR is a complex nonlinear problem, which includes the geometrically nonlinear beam model, platform motion, hydrodynamic load and pipe-soil contact. The vector form intrinsic finite element (VFIFE) method is used to model the SCR and the degradation P-y model is used to simulate the pipe-soil contact. The governing equation of SCR is solved by the finite difference method and the fatigue life of SCR is calculated. The accuracy of this mo

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