Frost jacking characteristics of screw piles by model testing-Reference-Cited by-同舟云学术

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Frost jacking characteristics of screw piles by model testing

Published:2017-06 Issue: Volume:138 Page:98-107
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Wang Tengfei^ORCID,Liu Jiankun,Tian Yande,Lv Peng

Funder

National Natural Science Foundation of China

Shenshuo Railway

North China Power Engineering Company

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. Stress–strain behavior of frozen find-grained soils;Akili;Highw. Res. Rec.,1971

2. Study on Anti-frost Heaving Characteristic of the Screw Piles in the Seasonal Frozen Region;Chen,2010

3. Measurement of frozen soil–pile dynamic properties: a system identification approach;Chen;Cold Reg. Sci. Technol.,2012

4. Stabilization of tubular pile foundations in heaving soils;Cheverev;Soil Mech. Found. Eng.,2006

5. Standard for Soil Test Method, GB/T 50123-1999;CSBTS,1999

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1. Foundations in Permafrost of Northern Canada: Review of Geotechnical Considerations in Current Practice and Design Examples;Geotechnics;2024-03-04

2. Long-term axial performance of continuous-flight pile in frozen soil;Canadian Geotechnical Journal;2023-12-01

3. Long-term axial performance of continuous-flight pile in frozen soil;CAN GEOTECH J;2023

4. Frost jacking characteristics of prefabricated cone cylindrical tower foundation in cold regions;Cold Regions Science and Technology;2023-07

5. Calculation method and model tests of pile frost jacking for railway overhead contact systems in permafrost regions;Cold Regions Science and Technology;2023-02

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