Korean Journal of Agricultural Science (농업과학연구)
- Volume 17 Issue 2
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- Pages.95-101
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- 1990
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- 2466-2402(pISSN)
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- 2466-2410(eISSN)
A Study on The Unconfined Compression Test Method of Cohesive Soil
점성토(粘性土)의 일축압축강도(一軸壓縮强度) 시험방법(試驗方法)에 대(對)한 고찰(考察)
- Kang, Yea Mook (Dept. of Agricultural Engng, Coll. of Agricultural Chungnam Nat'l Univ.) ;
- Lee, Sei Jin (Graduate School, Chungnam Nat'l Univ.) ;
- Lee, Dal Won (Graduate School, Chungnam Nat'l Univ.)
- Published : 1990.12.31
Abstract
In order to investigate the influence of unconfined compression strength on undisturbed cohesive soil, the unconfined compression test were carried out on the basis of various size of specimen and compression rate. The result of these experiments were summarized as follows. 1. As the section area of specimen increased. the unconfined compression strength was decreased. 2. As the ratio of height and diameter of specimen increased, the unconfined compression strength was decreased. 3. The unconfined compression strength was increased by 3%, but in values over the 3% was decrease. 4. As the compression rate increased. the modulus of deformation was increased.
점성토(粘性土)의 일축압축시험(一軸壓縮試驗)에서 공시체(供試體)의 크기와 압축속도(壓縮速度)를 변화(變化)시키면서 실시(實施)한 시험결과(試驗結果)를 요약(要約)하면 다음과 같다. 1. 공시체(供試體)의 단면(斷面)이 증가(增加)하면 일축압축강도(一軸壓縮强度)는 감소(減少)하는 현상(現像)을 나타낸다. 2. 공시체(供試體)의 높이와 지름의 비(比)가 증가(增加)하면 일축압축강도(一軸壓縮强度)는 감소(減少)하였다. 3. 압축속도(壓縮速度)가 매년(每年) 3%까지는 일축압축강도(一軸壓縮强度)가 증가(增加)했으나 3%를 초과(超過)하면 오히려 감소(減少)하는 현상(現像)을 나타냈다. 4. 압축속도(壓縮速度)가 클수록 변형계수(變形係數)는 증가(增加)하는 경향(傾向)을 나타냈다.
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