Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 김수삼 | - |
dc.date.accessioned | 2019-09-05T02:18:28Z | - |
dc.date.available | 2019-09-05T02:18:28Z | - |
dc.date.issued | 2005-03 | - |
dc.identifier.citation | 2005 한국지반공학회 춘계 학술대회, Page. 1047-1054 | en_US |
dc.identifier.uri | http://kiss.kstudy.com/thesis/thesis-view.asp?key=3335839 | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/110262 | - |
dc.description.abstract | The purpose of this study is the understanding to changes in the characteristic of soil structure and classification, atterberg limits, undrained shear strength and consolidation of clayey soil dependent on pH of soil pore water. A series of tests including consistency tests, uniaxial compressive tests, vane tests and oedometer tests are performed on. The test results indicated that pH changes in the soil pH resulted in changes in the soil structure and classification, stress-strain behavior. Specially, when pH is conditioned to 7, liquid limit, undrained shear strength and preconsolidation pressure are the largest. | en_US |
dc.language.iso | ko_KR | en_US |
dc.publisher | 한국지반공학회 | en_US |
dc.subject | pH | en_US |
dc.subject | soil structure | en_US |
dc.subject | soil classification | en_US |
dc.subject | shear strength | en_US |
dc.subject | consolidation | en_US |
dc.title | 간극수의 pH가 점성토의 강도와 압밀특성에 미치는 영향 | en_US |
dc.title.alternative | The Characteristics of Strength and Consolidation of Clayey Soil Dependent on pH of Soil Pore Water | en_US |
dc.type | Article | en_US |
dc.contributor.googleauthor | 이호진 | - |
dc.contributor.googleauthor | 김병일 | - |
dc.contributor.googleauthor | 박상규 | - |
dc.contributor.googleauthor | 김수삼 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING | - |
dc.identifier.pid | kimss | - |
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