Modified Case Method for Piles with Section Step Changes-Reference-Cited by-同舟云学术

Modified Case Method for Piles with Section Step Changes

Published:2014-01 Issue:1 Volume:140 Page:102-109
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

de Chaunac Henri¹,Holeyman Alain E.²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Institute of Mechanics, Materials, and Civil Engineering, Univ. Catholique de Louvain, Place du Levant 1, 1348 Louvain-la-Neuve, Belgium (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Institute of Mechanics, Materials, and Civil Engineering, Univ. Catholique de Louvain, Place du Levant 1, 1348 Louvain-la-Neuve, Belgium.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000983

Reference13 articles.

1. d’Alembert J.-B. (1747). “Recherches sur la courbe que forme une corde tendue mise en vibration.” Histoire de l’académie royale des sciences et belles lettres de Berlin Vol. 3 Haude et Spener Berlin 214–249.

2. de Chaunac H. and Domange J. (2011). “Etude de l’aspect cyclique dans la modélisation du battage des pieux.” M.S. thesis Univ. catholique de Louvain Louvain-la-Neuve Belgium.

3. de Chaunac H. and Holeyman A. (2012). “Influence of an impedance change on SRD computation by the Case Method.” Proc. 9th Int. Conf. on Testing and Design Methods for Deep Foundations T. Matsumoto ed. Kanasawa Kakuma-machi Japan 133–138.

4. Mémoire sur le choc longitudinal de deux barres élastiques de grosseurs et de matières semblables ou différentes, et sur la proportion de leur force vive qui est perdue pour la translation ultérieure; Et généralement sur le mouvement longitudinal d’un système de deux ou plusieurs prismes élastiques;de Saint-Venant B.;J. Math. Pures Appl.,1867

5. Holeyman A. E. (1992). “Keynote lecture: Technology of pile dynamic testing.” Proc. 4th Int. Conf. on the Application of Stress-Wave Theory to Piles F. B. J. Barends ed. Balkema Rotterdam Netherlands 195–215.

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Energy losses during driving due to tapered section of monopile;Ocean Engineering;2023-05

2. Soil Resistance during Driving of Offshore Large-Diameter Open-Ended Thin-Wall Pipe Piles Driven into Clay by Impact Hammers;Computers and Geotechnics;2023-01

3. Vertical field behavior of a deep large-diameter driven pipe pile in multilayered soils;Ocean Engineering;2022-03