Relationship between the Shear Strength and the Depth of Cone Penetration in Fall Cone Tests
المؤلفون المشاركون
Zeng, Xing
Li, Yuheng
Liu, Xi
Yao, Jing
Lin, Zhi
المصدر
العدد
المجلد 2020، العدد 2020 (31 ديسمبر/كانون الأول 2020)، ص ص. 1-8، 8ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2020-12-12
دولة النشر
مصر
عدد الصفحات
8
التخصصات الرئيسية
الملخص EN
The determination of liquid limit is of great significance in the engineering classification of soil and the selection of the control standard of highway subgrade packing and compactness.
Based on the research achievements of many scholars on the relationship between the shear strength and the depth of cone penetration in fall cone tests in the liquid limit tests, the process of penetration was analyzed according to the Law of Conservation of Energy, and the expression of K was derived.
Then, the expression was verified by the experimental data of different scholars and the existing data of various countries and institutions.
And, the results were also compared with those obtained by the previous scholars using limit equilibrium theory.
The results indicate that the new expression is in good agreement with the experimental results.
K can be predicted well.
And so, the shear strength can be calculated based on the depth of cone penetration, and then, the experimental value of the shear strength can be compared with the calculated value through laboratory tests.
The influence of cone weight and cone angle on the shear strength calculation was analyzed.
In addition, the liquid limit index of different standards was discussed based on the expression of K, and suggestions on how to achieve relative combination of different codes and standards were raised, which was very helpful for international communication.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Zeng, Xing& Li, Yuheng& Liu, Xi& Yao, Jing& Lin, Zhi. 2020. Relationship between the Shear Strength and the Depth of Cone Penetration in Fall Cone Tests. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-8.
https://search.emarefa.net/detail/BIM-1123968
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Zeng, Xing…[et al.]. Relationship between the Shear Strength and the Depth of Cone Penetration in Fall Cone Tests. Advances in Civil Engineering No. 2020 (2020), pp.1-8.
https://search.emarefa.net/detail/BIM-1123968
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Zeng, Xing& Li, Yuheng& Liu, Xi& Yao, Jing& Lin, Zhi. Relationship between the Shear Strength and the Depth of Cone Penetration in Fall Cone Tests. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-8.
https://search.emarefa.net/detail/BIM-1123968
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1123968
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر