Rational Wave Equation Model for Pile‐Driving Analysis-Reference-Cited by-同舟云学术

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Rational Wave Equation Model for Pile‐Driving Analysis

Published:1988-03 Issue:3 Volume:114 Page:306-325
ISSN:0733-9410
Container-title:Journal of Geotechnical Engineering
language:en
Short-container-title:J. Geotech. Engrg.

Author:

Lee S. L.,Chow Y. K.,Karunaratne G. P.,Wong K. Y.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9410%281988%29114%3A3%28306%29

Reference15 articles.

1. Prediction of load-carrying capacity of driven piles

2. Empirical Damping Constants for Sands and Clays

3. The Effect of Penetration Rate on the Strength of Remolded Clay and Sand Samples

4. Prediction of Pile Capacity by the Wave Equation

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1. Numerical prediction of ground-borne vibrations due to continuous vibratory driving of circular closed-ended piles;Soil Dynamics and Earthquake Engineering;2024-11

2. Application Study of the High-Strain Direct Dynamic Testing Method;Applied Sciences;2024-08-01

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4. High-strain dynamic model of large-diameter pipe piles with soil plug for vertical vibration analysis;Journal of Rock Mechanics and Geotechnical Engineering;2024-06

5. Stress effects due to different installation methods for pipe piles in sand;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2024-02-06

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