Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2002.03a
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- Pages.455-462
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- 2002
Analysis of Consolidation Characteristics of Soft Clay Based on Constant Pressure Ratio Consolidation Test
일정 압력비 압밀시험을 이용한 연약점토의 압밀특성 분석
Abstract
There exist several kinds of continuous consolidation tests to analyze the consolidation behavior of soft clay. The constant rate of strain (CRS) test has been adopted as a standard method by several countries, and some researches also have been peformed by domestic researchers. Among those, the constant pressure ratio (CPR) test is peformed with the constant ratio of excess porewater pressure to vertical effective stress. The test has the advantage of considerable reduction of duration time. In the study, the consolidation characteristics are analyzed by performing the CPR test as validate the pressure ratio with undisturbed soft clay and remolded clay, Also, results of the standard consolidation test and CRS test are compared to verify the CPR test can be employed for practical use. As a result, effects of variation of the pressure ratio on consolidation parameter are similar to the strain rate in the CRS test. Therefore, the test can be used to analyze the consolidation behavior of soft clay But the test have some problems such as expensive cost of equipment and highly skilled workmanship.