STUDY ON VARIANCE OF UNDRAINED SHEAR STRENGTH FROM CONE PENETRATION TEST AND LABORATORY TEST

机译：锥形渗透试验和实验室试验的不排水抗剪强度差异研究。

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Cone penetration test (CPT) which has many advantages compared to other in situ test is carried out to confirm the variance of undrained shear strength (su) of alluvial clay existed in Japanese coastal area. To evaluate the variance of su, coefficient of variation (COV) of s u ratio i.e. investigated field data / calculated mean value, are used. Based on the distribution of COV of the ratio, the variance of su obtained from direct shear test (DST) and CPT is considered to be small compared to qu/2.

机译：为了证实日本沿海地区存在的冲积粘土的不排水抗剪强度（su）的差异，进行了与其他原位测试相比具有许多优势的锥孔渗透试验（CPT）。为了评估su的方差，使用s u比率的变异系数（COV），即调查的现场数据/计算出的平均值。根据比率的COV分布，与qu / 2相比，直接剪切试验（DST）和CPT获得的su的方差被认为较小。

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来源
《Sino-Japan Geotechnical Symposium November; 20071104-07; Chongqing(CN)》|2007年|P.669-677|共9页
会议地点 Chongqing(CN)
作者
NOBUYUKI YAMANE; TAKESHI FUKASAWA; HIROSHI HIRABAYASHI; TAKASHI TSUCHIDA;
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作者单位

Kansai International Airport Project Office, TOA Corporation, Zizouhama, 11-1, Kishiwada, Oosaka, 596-0015, Japan;

Research and Development Centre, TOA Corporation, Anzen, 1-3, Yokohama, Kanagawa, 230-0035, Japan;

Research and Development Centre, TOA Corpo;

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原文格式 PDF
正文语种 eng
中图分类土力学、地基基础工程;
关键词
Cone Penetration Test; Undrained Shear Strength; Aging Effect; Variance; Physical Property;

机译：锥入度试验;不排水剪切强度;时效;方差;物理性能;

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专利

1. Effectiveness of Electronic Cone Penetration Testing to Predict Undrained Shear Strength of Ariake Clay [J] . RASHWAN Mohamed Abo El-Hamad, KOUMOTO Tatsuya 農業土木学会論文集 . 2005,第4期

机译：电子锥体渗透测试预测有明粘土不排水剪切强度的有效性
2. Prediction of Wet Density and Undrained Shear Strength of Clays by Electronic Cone Penetration Testing [J] . RASHWAN Mohamed Abo El-Hamad, KOUMOTO Tatsuya, PARK Jong Hwa, 農業土木学会論文集 . 2005,第2期

机译：电子渗透试验预测粘土的湿密度和不排水剪切强度
3. A comparative study on the undrained shear strength results of fall cone and vane shear tests in sand-clay mixtures [J] . Arabian journal of geosciences . 2020,第11期

机译：砂粘土混合物中叶片和叶片剪切试验的不推进剪切强度结果的比较研究
4. STUDY ON VARIANCE OF UNDRAINED SHEAR STRENGTH FROM CONE PENETRATION TEST AND LABORATORY TEST [C] . NOBUYUKI YAMANE, TAKESHI FUKASAWA, HIROSHI HIRABAYASHI, Sino-Japan Geotechnical Symposium . 2007

机译：锥形渗透试验和实验室试验中不推进剪切强度的变化研究
5. Evaluation of Texas cone penetrometer test to predict undrained shear strength of clays. [D] . Vasudevan, Hariharan. 2005

机译：评估德州锥形渗透仪测试以预测粘土的不排水剪切强度。
6. Theoretical Studies and Implementation on the Temporary Data Storage Method for Cone Penetration Test [O] . Yanming Li, Yuheng Shen, Xiaoquan Wang, 2021

机译：锥形渗透试验临时数据存储方法的理论研究与实现
7. UNDRAINED SHEAR STRENGTH OF ARIAKE CLAY BY ELECTRONIC CONE PENETRATION TESTING [O] . Rashwan M. A., Koumoto T., Lecturer Dept. of Agricultural Engineering Faculty of Agriculture Alexandria University, 2007

机译：电子锥穿透试验对有氧粘土的不排水抗剪强度
8. Correlations of Undrained Shear Strength s sub u and QCPT (Quasi-Static Cone Penetration Test) Results Using SHANSEP (Stress History and Normalized Soil Engineering Properties) Approach [R] . Tumay, M. T. , Deseze, E. 1983

机译：使用sHaNsEp（应力历史和归一化土壤工程特性）方法的不排水剪切强度s sub u和QCpT（准静态锥体渗透试验）结果的相关性

STUDY ON VARIANCE OF UNDRAINED SHEAR STRENGTH FROM CONE PENETRATION TEST AND LABORATORY TEST

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