Analysis of the Bearing Capacity of a Single Pile Based on an Analytical Solution of Pile–Soil Interaction in Expansive Soil-Reference-Cited by-同舟云学术

Analysis of the Bearing Capacity of a Single Pile Based on an Analytical Solution of Pile–Soil Interaction in Expansive Soil

Published:2019-11-30 Issue:2 Volume:38 Page:1721-1732
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Jiang Jie,Hou Kaiwen,Ou Xiaoduo

Funder

National Natural Science Foundation of China

Natural Science Foundation of Guangxi Province

Innovation Project of Guangxi Graduate Education

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/s10706-019-01126-2.pdf

Reference17 articles.

1. Al-Rawas AA, Qamaruddin M (1998) Construction problems of engineering structures founded on expansive soils and rocks in northern Oman. Build Environ 33(2–3):159–171

2. Collins LE (1953) A preliminary theory for the design of underreamed piles. Civ Eng 3(11):305–313

3. Fan ZH (2007) Research on swelling–shrinking characteristic and pile–soil interaction of expansive soil foundation. Central South University, Changsha

4. Fan ZH, Wang YH, Xiao HB et al (2007) Analytical method of load-transfer of single pile under expansive soil swelling. J Cent South Univ Technol 14(4):575–579

5. Guo WD, Randolph MF (1997) Vertically loaded piles in non-homogeneous media. Int J Numer Anal Method Geomech 21(8):507–532

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