Increased Lateral Resistance of Pile Group in Clay Using Compacted Fill-Reference-Cited by-同舟云学术

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Increased Lateral Resistance of Pile Group in Clay Using Compacted Fill

Published:2010-02-15 Issue: Volume: Page:
ISSN:
Container-title:GeoFlorida 2010
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Author:

Rollins Kyle M.,Snyder Jeffrey L.,Walsh J. Matthew

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/41095%28365%29162

Reference11 articles.

1. Lateral Load Behavior of Pile Group in Sand

2. Cyclic Lateral Loading of a Large‐Scale Pile Group

3. Centrifuge Testing of Large Laterally Loaded Pile Groups in Sands

4. Experimental Evaluation of Lateral-Load Resistance of Pile Caps

5. Mokwa R.L.and Dunca J.M. (2001b). "Laterally loaded pile group effects and p-y multipliers." Foundations and Ground Improvement Geotechnical Special Publication No. 113- ASCE pp. 728-742

Cited by 4 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. Behavior of laterally loaded pile group in clay with stabilized pond ash compaction pile;5TH INTERNATIONAL CONFERENCE ON INNOVATIVE DESIGN, ANALYSIS & DEVELOPMENT PRACTICES IN AEROSPACE & AUTOMOTIVE ENGINEERING: I-DAD’22;2023

2. Lateral Responses of a Model Pile in Biocemented Sand;International Journal of Geomechanics;2021-11

3. Prediction and Analysis of Behaviour of Laterally Loaded Single Piles in Improved Gravel Soil;International Journal of Civil Engineering;2018-12-06

4. Centrifuge Modeling of Laterally Loaded Pile Groups in Improved Soft Clay;Journal of Geotechnical and Geoenvironmental Engineering;2016-04

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