EVALUATION OF CLAY COMPACTION CHARACTERISTICS BY MEANS OF THE PLASTIC LIMIT

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  • 塑性限界を導入した粘土の締固め特性の評価法の提案
  • ソセイ ゲンカイ オ ドウニュウシタ ネンド ノ シメカタメ トクセイ ノ ヒ

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Abstract

Expansive soils have recently attracted increasing attention as back filling (buffer) materials for repositories of high-level nuclear waste. However, since very little has been known concerning the physical and mechanical characteristics of such materials, it is necessary to clarify the swelling and compaction characteristics of expansive soils.<br>For this purpose, various kinds of index tests and a series of static compaction tests were performed using several kinds of swelling soils in order to investigate the relationship between the fundamental physical properties and the compaction characteristics.

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