Centrifuge experimental study of thaw settlement characteristics of mucky clay after artificial ground freezing-Reference-Cited by-同舟云学术

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Centrifuge experimental study of thaw settlement characteristics of mucky clay after artificial ground freezing

Published:2015-05 Issue: Volume:190 Page:98-108
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Zhou Jie,Tang Yiqun

Funder

National Natural Science Foundation of China

Shanghai Leading Academic Discipline Project

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference38 articles.

1. Frozen Ground Engineering;Andersland,2004

2. Thaw-consolidation effects on the stability of alpine talus slopes in permafrost;Bommer;Permafr. Periglac. Process.,2012

3. Coupled phenomena induced by freezing in a granular material;Casini,2013

4. Artificial ground freezing of a volcanic ash: laboratory tests and modelling;Casini;Environ. Geotech.,2014

5. Over-consolidation effect of ground freezing;Chamberlain;Eng. Geol.,1981

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1. Study on electrical properties of saline frozen soil and influence mechanism of unfrozen water content;Cold Regions Science and Technology;2024-04

2. Centrifuge investigation on behavior of geosynthetic-encased stone column supported embankment under freeze-thaw cycles;Geotextiles and Geomembranes;2024-02

3. Evaporation and desiccation cracking of soils: Experiment evidence and insight on the freeze-thaw cycle dependence;Engineering Geology;2024-02

4. Temperature Field Distribution and Numerical Simulation of Improved Freezing Scheme for Shafts in Loose and Soft Stratum;Rock Mechanics and Rock Engineering;2024-01-08

5. Seismic behavior of subway station in the soft clay field before and after freeze-thaw cycle;Soil Dynamics and Earthquake Engineering;2023-12

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