Nonlinear Regression Analysis for Side Resistance of Socketed Piles in Rock Formations of Dubai Area-Reference-Cited by-同舟云学术

Nonlinear Regression Analysis for Side Resistance of Socketed Piles in Rock Formations of Dubai Area

Published:2018-05-26 Issue:6 Volume:36 Page:3857-3869
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Yamin Mohammad,Khan Zahid,El Naggar Hesham,Al Hai Nasser

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/article/10.1007/s10706-018-0577-9/fulltext.html

Reference42 articles.

1. Akguner C, Kirkit M (2012) Axial bearing capacity of socketed single cast-in-place piles. Soils Found 52(1):59–68

2. ASTM D1143-13 (2013) Standard test methods for deep foundations under static axial compressive load. ASTM International, West Conshohocken, PA. www.astm.org

3. ASTM D4719-07 (2007) Standard test methods for prebored pressuremeter testing in soils (withdrawn 2016). ASTM International, West Conshohocken, PA. www.astm.org

4. ASTM D4543-08 (2008) Standard test methods for prebored pressuremeter testing in soils. ASTM International, West Conshohocken, PA. www.astm.org

5. ASTM D7012-14 (2014) Standard test method for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures. ASTM International, West Conshohocken, PA. www.astm.org

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