Lateral Earth Pressure behind Walls Rotating about Base considering Arching Effects

المؤلفون المشاركون

Wei, Wang
Zhang, Qichang
Li, Dong

المصدر

Mathematical Problems in Engineering

العدد

المجلد 2014، العدد 2014 (31 ديسمبر/كانون الأول 2014)، ص ص. 1-7، 7ص.

الناشر

Hindawi Publishing Corporation

تاريخ النشر

2014-11-11

دولة النشر

مصر

عدد الصفحات

7

التخصصات الرئيسية

هندسة مدنية

الملخص EN

In field, the earth pressure on a retaining wall is the common effect of kinds of factors.

To figure out how key factors act, it has taken into account the arching effects together with the contribution from the mode of displacement of a wall to calculate earth pressure in the proposed method.

Based on Mohr circle, a conversion factor is introduced to determine the shear stresses between artificial slices in soil mass.

In the light of this basis, a modified differential slices solution is presented for calculation of active earth pressure on a retaining wall.

Comparisons show that the result of proposed method is identical to observations from model tests in prediction of lateral pressures for walls rotating about the base.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Li, Dong& Wei, Wang& Zhang, Qichang. 2014. Lateral Earth Pressure behind Walls Rotating about Base considering Arching Effects. Mathematical Problems in Engineering،Vol. 2014, no. 2014, pp.1-7.
https://search.emarefa.net/detail/BIM-1046414

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Li, Dong…[et al.]. Lateral Earth Pressure behind Walls Rotating about Base considering Arching Effects. Mathematical Problems in Engineering No. 2014 (2014), pp.1-7.
https://search.emarefa.net/detail/BIM-1046414

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Li, Dong& Wei, Wang& Zhang, Qichang. Lateral Earth Pressure behind Walls Rotating about Base considering Arching Effects. Mathematical Problems in Engineering. 2014. Vol. 2014, no. 2014, pp.1-7.
https://search.emarefa.net/detail/BIM-1046414

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references

رقم السجل

BIM-1046414