Experimental and Mathematical Investigations on Unconfined Compressive Behaviour of Costal Soft Soil under Complicated Freezing Processes

Experimental and Mathematical Investigations on Unconfined Compressive Behaviour of Costal Soft Soil under Complicated Freezing Processes

In order to properly understand the effect of freezing-thawing circle (FTC) to mechanical behavior of costal soft soil (CSS), unconfined compressive test is conducted. Six kind FTC times are designed from zero to five. The tested data show that: (1) unconfined compressive strength of CCS decreases n...

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Bibliographic Details
Main Authors: Wang Wei, Li Na, Zhang Fang, Zhou Aizhao, Chi Snow
Format: Article
Language:English
Published: Sciendo 2016-12-01
Series:Polish Maritime Research
Subjects:
costal soft soil
stress-strain curve model
unconfined compressive behavior
freezing-thawing circle
Online Access:https://doi.org/10.1515/pomr-2016-0077

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