Experimental Study on Variation Law and Mechanism of Soil Shear Strength Parameters along the Slope
المؤلفون المشاركون
Li, Jian-Lin
Wang, Yanhai
Jiang, Qiao
Huang, Yisheng
Li, Xinzhe
المصدر
العدد
المجلد 2019، العدد 2019 (31 ديسمبر/كانون الأول 2019)، ص ص. 1-11، 11ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2019-08-15
دولة النشر
مصر
عدد الصفحات
11
التخصصات الرئيسية
الملخص EN
Under the action of rainwater seepage, geological origin, and human activities, the soil shear strength parameters will have spatial variability along the slope direction.
After collecting samples of silty clay at a slope in the Three Gorges Reservoir area as the research object, not only the large-scale direct shear test was carried out on the site but also the direct shear test, water content test, density test, and particle grading analysis test were carried out in the laboratory with the undisturbed soil.
The variation law and mechanism of soil shear strength parameters along slope were studied.
The results indicate the following: (1) The coefficient of variation of shear strength parameters along the slope is relatively large.
With the decrease of the elevation of the test location, the cohesion value tends to be strengthened, while the friction angle tends to degrade.
(2) The mechanism of the variation law of soil shear strength parameters along the slope, which is mainly due to the decrease of the elevation, the decrease of the edges and angles between the particles, and the increase of the clay content is determined.
(3) The variation model of shear strength parameters along the slope is proposed, which can provide a reference for relevant projects.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Wang, Yanhai& Li, Jian-Lin& Jiang, Qiao& Huang, Yisheng& Li, Xinzhe. 2019. Experimental Study on Variation Law and Mechanism of Soil Shear Strength Parameters along the Slope. Advances in Civil Engineering،Vol. 2019, no. 2019, pp.1-11.
https://search.emarefa.net/detail/BIM-1116002
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Wang, Yanhai…[et al.]. Experimental Study on Variation Law and Mechanism of Soil Shear Strength Parameters along the Slope. Advances in Civil Engineering No. 2019 (2019), pp.1-11.
https://search.emarefa.net/detail/BIM-1116002
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Wang, Yanhai& Li, Jian-Lin& Jiang, Qiao& Huang, Yisheng& Li, Xinzhe. Experimental Study on Variation Law and Mechanism of Soil Shear Strength Parameters along the Slope. Advances in Civil Engineering. 2019. Vol. 2019, no. 2019, pp.1-11.
https://search.emarefa.net/detail/BIM-1116002
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1116002
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