Experimental and Theoretical Investigation of Short- and Long-Heel Cases of Cantilever Retaining Walls in Active State

Author:

Alper Kamiloğlu Hakan1,Sadoğlu Erol2

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Bayburt Univ., Bayburt 69000, Turkey.

2. Associate Professor, Dept. of Civil Engineering, Karadeniz Technical Univ., Trabzon 61080, Turkey (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference46 articles.

1. Determination of active failure surface geometry for cohesionless backfills;Altunbaş A.;Geomech. Eng.,2017

2. Arda Ç. A. R. Zafarani S. Bildik and O. Cinicioglu. 2016. “Influences of preshear stress state and density on shear band geometry.” In Proc. 4th Int. Conf. on New Developments in Soil Mechanics and Geotechnical Engineering. Nicosia Cyprus: Near East Univ.

3. Active Earth Pressure on Walls with Base Projection

4. Numerical study of passive and active earth pressures of sands

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