- 作者: 洪如江
- 作者服務機構: 國立臺灣大學
- 中文摘要: The X-ray measurements on particle orientation in remoulded Kingmen Kaolinshow a positive tendency of increasing peak ratio with respect to increasing cons-olidation pressure. The triaxial consolidated-permeability test was found to be the most effectivemethod for permeability test in the laboratory. With seepage action, the angle of shearing resistance for consolidated soils andsoft rocks decrease. Rock fragments of soft rock crush further (up to 20%) in thecourse of higher pressure triaxial test.
- 英文摘要: --
- 中文關鍵字: --
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