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Liquefied Strength Ratio with Stress Densification and Low Stresses
Canadian Geotechnical Journal ( IF 3.6 ) Pub Date : 2020-08-18 , DOI: 10.1139/cgj-2018-0730
Timothy D Stark 1 , Charles John MacRobert 2
Affiliation  

This paper presents a comparison of four (4) assumptions or approaches for using a liquefied shear strength ratio for sandy soils in cases where there has been a large increase in effective vertica...

中文翻译:

具有应力致密化和低应力的液化强度比

本文介绍了在有效垂直高度大幅增加的情况下,对沙土使用液化剪切强度比的四 (4) 个假设或方法的比较。
更新日期:2020-08-18
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