Response to Comment on "Undrained shear strength prediction of clays using liquidity index"

被引：0
|
作者：
Wang, Qiusheng [1 ]
Qiu, Songnan [2 ]
Zheng, Hong [1 ]
Zhang, Ruitao [1 ]
机构：
[1] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing, Peoples R China
[2] Open Univ China, Beijing, Peoples R China
来源：
ACTA GEOTECHNICA | 2025年 / 20卷 / 03期
基金：
中国国家自然科学基金; 国家重点研发计划;
关键词：
Atterberg limits; Clays; Liquidity index; Prediction model; Undrained shear strength;
D O I：
10.1007/s11440-025-02540-y
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
O'Kelly et al. critique the Wang et al. undrained shear strength prediction model paper in terms of its utility and accuracy. Both criticisms suffer from the miscomprehension of the model comparison method. Utility of the three-parameter liquidity index (IL)-undrained shear strength (Su) models has been enhanced through optimizing some empirical equation.
引用
收藏
页码：1499 / 1501
页数：3
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