拉斯维加斯山谷部分胶结土的建模

Modern Concepts in Material Science Pub Date : 2019-07-29 DOI:10.33552/MCMS.2019.01.000519

S. Elfass, Evan Saint Pierre, R. Watters, G. Norris

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引用次数: 0

摘要

无侧限抗压强度(UCS)测试采用Tinius Olsen位移控制液压负载框架进行。该设备采用手动控制和数字输出。抗压强度试验按照ASTM D7012进行。应变速率尽可能保持恒定，试样在2 b[2]分钟前和15分钟后均未发生破坏。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Modeling of Partially Cemented Soils in The Las Vegas Valley

Unconfined Compressive Strength (UCS) teste were performed using a Tinius Olsen displacement controlled, hydraulically powered load frame. The equipment uses manual controls with digital output. Compressive strength testing was conducted in accordance with ASTM D7012. The strain rate was maintained as constant as possible and failure of test specimens never occurred before two [2] minutes nor after 15 minutes.

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Modern Concepts in Material Science

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