Excess pore water pressure response of soil inside the mini bucket embedded in saturated soil under seismic loading-Reference-Cited by-同舟云学术

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Excess pore water pressure response of soil inside the mini bucket embedded in saturated soil under seismic loading

Published:2024-07 Issue: Volume:182 Page:108751
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Kuo Yu-Shu,Chong Kai-Jun,Tseng Yu-Hsiu^ORCID,Hsu Hui-Ting

Publisher

Elsevier BV

Reference15 articles.

1. Geotechnical reconnaissance of the 2016 ML6. 6 Meinong earthquake in Taiwan;Tsai;J Earthq Eng,2018

2. Simplified procedures for assessing soil liquefaction during earthquakes;Iwasaki,1982

3. Development of an in situ dynamic liquefaction test;Chang,2002

4. Taiwan patent No. I821140. Taipei: intellectual property office;Huang,2023

5. Geotechnical design of bucket foundations;Bye,1995

Cited by 1 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. Study of the Pore Water Pressure Development Characteristics of PHC Pipe Piles in Soft Soil Foundations;Buildings;2024-06-30

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