Development of Environmental Contours from Site-Specific Regression Parameters of Load–Settlement Curves for Piles: The Global Database-Reference-Cited by-同舟云学术

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Development of Environmental Contours from Site-Specific Regression Parameters of Load–Settlement Curves for Piles: The Global Database

Published:2023-09 Issue:9 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wu Xing Zheng¹^ORCID,Liu He²

Affiliation:

1. College of Civil Engineering and Architecture, Hebei Univ., 2666 East Qiyi Rd., Baoding, Hebei 071002, China (corresponding author). ORCID: .

2. Infrastructure Office, National Police Univ. for Criminal Justice, 103 Centre Qiyi Rd., Baoding, Hebei, 071000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8372

Reference45 articles.

1. A new look at the statistical model identification

2. Combining contours of significant wave height and peak period with platform response distributions for predicting design response;Baarholm G. S.;Mar. Struct.,2010

3. Cyclic preloading of piles to minimize differential settlements of high-rise buildings;Brandl H.;Slovak J. Civ. Eng.,2005

4. Quantile value method versus design value method for calibration of reliability-based geotechnical codes

5. Characterization of Model Uncertainty in the Static Pile Design Formula

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