Active earth pressure shielding in quay wall constructions: numerical modeling-Reference-Cited by-同舟云学术

Active earth pressure shielding in quay wall constructions: numerical modeling

Published:2012-10-13 Issue:4 Volume:7 Page:343-355
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Qiu Gang,Grabe Jürgen

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s11440-012-0186-3.pdf

Reference55 articles.

1. Abdel-Rahman K (1999) Numerische Untersuchungen von Massstabeffekten beim Erddruck in Sand. Dissertation, Schriftreihe des Lehrstuhls Baugrund-Grundbau der Universität Dortmund, Dortmund, 23

2. Achmus M, Thieken K (2010) On the behavior of piles in non-cohesive soil under combined horizontal and vertical loading. Acta Geotech 5(3):199–210

3. Ali A, Meier T, Herle I (2011) Numerical investigation of undrained cavity expansion in fine-grained soils. Acta Geotech 6(1):31–40

4. Bransby MF (1996) Difference between load-transfer relationships for laterally loaded pile groups: active p-y or passive p-δ. J Geotech Geoenviron Eng 122(12):1015–1018

5. Bransby MF, Springman S (1999) Selection of load-transfer functions for passive lateral loading of pile groups. Comput Geotech 24(3):155–184

Cited by 22 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. State-of-the-Art Constitutive Modelling of Frozen Soils;Archives of Computational Methods in Engineering;2024-04-24

2. Behavior of an anchored sheet pile quay in soft clay reinforced by various structural types of cemented soil;Canadian Geotechnical Journal;2023-12-11

3. Shielding effects of deep cement mixing column rows on an anchored sheet pile quay in soft clay: three-dimensional centrifuge and numerical modeling;Acta Geotechnica;2023-09-02

4. Behaviour of anchored sheet pile quay stabilized with deep cement mixing columns in soft soil: Centrifuge and numerical modelling;Computers and Geotechnics;2023-08

5. An extended hypoplastic constitutive model considering particle breakage for granular material;Computers and Geotechnics;2023-07