粘土의 壓密 特性

Abstract

粘土의 壓密特性을 觀察하기 爲하여 蔚山地域 粘土에 對하여 標準壓密試驗의 結果를 Rheological model 理論에 依해서 여러가지 Soil Parametr를 分析하여 서울 近方 金浦地域의 灰色粘土에 對한 結果들과 比較檢討하였다. 이때 算出된 Soil Parameter는 Soil Skeleton의 一次壓縮性과 二次壓縮性 Parameter와 Dashpot의 粘性係數이다. 또 이들 Parameter에 依하여 一次壓縮性에 對한 二次壓縮性의 相對的 重要性을 나타내는 Compressibiity Ratio와 二次壓密이 일어나는 程度를 보여 주는 Rate Factor 를 求하여 比較檢討하였다.

The consolidation characteristics of clay were studied in three kinds of samples by the method of one-dimensional consolidtion Tests.

Soil samples were tested at the liquid limit. The test results were analyzed by the method of Gibson and Lo's Rheological Model Theory.

The consolidation characteristics of clay were studied in three kinds of samples by the method of one-dimensional consolidtion Tests.

Soil samples were tested at the liquid limit. The test results were analyzed by the method of Gibson and Lo's Rheological Model Theory.