Consolidation analysis by the extended Taylor method (ETM)‎

المؤلف

al-Zubi, Muhammad Shukri

المصدر

Jordan Journal of Civil Engineering

العدد

المجلد 9، العدد 1 (31 مارس/آذار 2015)، ص ص. 71-83، 13ص.

الناشر

جامعة العلوم و التكنولوجيا الأردنية عمادة البحث العلمي

تاريخ النشر

2015-03-31

دولة النشر

الأردن

عدد الصفحات

13

التخصصات الرئيسية

الهندسة المدنية

الموضوعات

الملخص EN

The Taylor √t method is extended for improving the estimation of the end-of-primary (EOP) settlement δp and coefficient of vertical consolidation cv.

The extended Taylor method (ETM) utilizes the same graphical procedure of the conventional Taylor method, but this procedure is repeated twice at any two U values greater than 52.6 % instead of the one used in the Taylor method at 90 % ; U is the average degree of consolidation.

The ETM explicitly relates cv to the slope of the initial linear portion of the δt - √t curve as well as the EOP settlement δp ; δt is the settlement at time t during consolidation.

The ETM can be applied with a minimum of four consolidation data points for estimating δp and cv.

Two types of EOP settlements are distinguished ; firstly, local EOP settlement δpi obtained by matching experimental results to theory at a particular U value ; secondly, global EOP settlement δp obtained by extrapolation using two or more local EOP settlements.

The ETM explains the observed differences in cv values estimated by the existing methods in terms of the differences in δp values obtained by these existing methods.

Experimentalresults are used to validate and compare the extended Taylor method with the existing methods.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

al-Zubi, Muhammad Shukri. 2015. Consolidation analysis by the extended Taylor method (ETM). Jordan Journal of Civil Engineering،Vol. 9, no. 1, pp.71-83.
https://search.emarefa.net/detail/BIM-442242

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

al-Zubi, Muhammad Shukri. Consolidation analysis by the extended Taylor method (ETM). Jordan Journal of Civil Engineering Vol. 9, no. 1 (2015), pp.71-83.
https://search.emarefa.net/detail/BIM-442242

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

al-Zubi, Muhammad Shukri. Consolidation analysis by the extended Taylor method (ETM). Jordan Journal of Civil Engineering. 2015. Vol. 9, no. 1, pp.71-83.
https://search.emarefa.net/detail/BIM-442242

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references : p. 82-83

رقم السجل

BIM-442242