Examination of Cone Penetration in Non-Plastic Silt with a Direct Cone Penetration Model
作者：
Moug, Diane M.;Price, Adam B.
通讯作者：
Moug, DM
作者机构：
Portland State Univ, Dept Civil & Environm Engn, Portland, OR 97207 USA.
Fugro, Walnut Creek, CA USA.
通讯机构：
Portland State Univ, Dept Civil & Environm Engn, Portland, OR 97207 USA.
语种：
英文
关键词：
CONSTITUTIVE MODEL,CLAYS,SANDS
期刊：
Geotechnical Special Publication
ISSN：
0895-0563
年：
2023
卷：
340
页码：
373-384
会议名称：
Geo-Congress on Sustainable Infrastructure Solutions from the Ground Up
会议时间：
MAR 26-29, 2023
会议地点：
Los Angeles, CA
基金类别：
University of California; Davis SILab; Center for Geotechnical Modeling; Portland State University
摘要：
The cone penetration test (CPT) is widely used to characterize the behavior and properties of soils ranging from clays to sands. Although the CPT is often used to characterize silts, there exist few methods to interpret CPT data that were specifically developed for silts. This is partly attributed to a limited number of numerical and experimental cone penetration studies that specifically focus on silts. Past studies generally examined either undrained penetration in near-normally consolidated clay or drained penetration in clean sand, whereas cone penetration in silty soils (at the standard penetration rate of 2 cm/s) may be drained, partially drained, or undrained, depe...
