2001한국지반환경공학회 학술발표회논문집Requires access

염분농도변화에 따른 해성점성토의 공학적 특성에 관한 연구

천병식, 박영준

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Abstract

In this study, on the condition of perfect disturbance, the test for basic physical properties were performed to understand the relationship between the change of Atterberg limits and the change of salinity. And the tests for mechanical properties (Unconfined compression test, Oedometer test, etc.) were performed to understand the thixotropy, the properties of consolidation, according to the change of salinity. The results of study, the more salinity add, plastic index is shown a tendency to decrease. Such tendency mean that the mechanical properties of the ground was improved the more salinity high. For example, thixotropy was shown large and fast the more salinity high at the marine clays of perfect disturbance. The result of oedometer test for remolded clay, compression index(Cc) was improved gradually the more salinity add and coefficient of consolidation(Cv) was took the change when Atterberg limits was turned.

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What this paper is about

In this study, on the condition of perfect disturbance, the test for basic physical properties were performed to understand the relationship between the change of Atterberg limits and the change of salinity. And the tests for mechanical properties (Unconfined compression test, Oedometer test, etc.) were performed to understand the thixotropy, the properties of consolidation, according to the change of salinity. The results of study, the more salinity add, plastic index is shown a tendency to decrease. Such tendency mean that the mechanical properties of the ground was improved the more salinity high. For example, thixotropy was shown large and fast the more salinity high at the marine clays of perfect disturbance. The result of oedometer test for remolded clay, compression index(Cc) was improved gradually the more salinity add and coefficient of consolidation(Cv) was took the change when Atterberg limits was turned.

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Available abstract

In this study, on the condition of perfect disturbance, the test for basic physical properties were performed to understand the relationship between the change of Atterberg limits and the change of salinity. And the tests for mechanical properties (Unconfined compression test, Oedometer test, etc.) were performed to understand the thixotropy, the properties of consolidation, according to the change of salinity. The results of study, the more salinity add, plastic index is shown a tendency to decrease. Such tendency mean that the mechanical properties of the ground was improved the more salinity high. For example, thixotropy was shown large and fast the more salinity high at the marine clays of perfect disturbance. The result of oedometer test for remolded clay, compression index(Cc) was improved gradually the more salinity add and coefficient of consolidation(Cv) was took the change when Atterberg limits was turned.

Key concepts: Oedometer test, Atterberg limits, Salinity, Thixotropy, Geotechnical engineering, Consolidation (business), Environmental science, Geology

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염분농도변화에 따른 해성점성토의 공학적 특성에 관한 연구 — Research Paper | ScholarLens