A model study on uplift resistance of anchor plates in sand

Download
1990
Elmalı, M. Hakan

Suggestions

A Model study on laterally loaded piles in sand
Başaran, Sibel; Özkan, M Yener; Birand, Altay; Department of Civil Engineering (1997)
A Model study on the seismic behavior of gravity retaining walls
Çalışan, Oğuz; Özkan, M. Yener; Department of Civil Engineering (1999)
A Laboratory model study on settlement reduction effect of stone columns in soft clay
Sünnetçioğlu, Mehmet Emrah; Ergun, Mehmet Ufuk; Department of Civil Engineering (2012)
An experimental study was conducted in order to examine settlement reduction ratios of footing supported by both floating and end bearing type of stone columns. For the floating types, tests were done with varying column lengths of one and two widths of footing (L=B,2B). Tests were conducted in 200 mm* 200 mm* 200 mm cubic loading tanks. The reinforcement effect was achieved by the installation of four stone columns with 20 mm diameter under 70 mm* 70mm model footing. Parameters such as area replacement rat...
A Model study on wave transmission through pile breakwaters
Bilici, Çağdaş; Yalçıner, Ahmet Cevdet; Ergin, Ayşen; Department of Civil Engineering (2014)
In the present study, wave transmission through pile breakwaters is examined experimentally. The experiments consist of eight model cases of set-up placed in three different wave flumes in Ocean Engineering Research Centre, Civil Engineering Department, Middle East Technical University with a model scale of 12.857. These experiments mainly focused on understanding how wave transmission changes under the influence of regular incident wave characteristics with different breakwater cross sections. Results are ...
A model study on the effects of wall stiffness and surcharge on dynamic lateral earth pressures
Çilingir, Ulaş; Özkan, M. Yener; Department of Civil Engineering (2005)
A model study on laterally braced sheet pile walls retaining cohesionless soil was conducted using 1-g shaking table. Lateral dynamic earth pressures, backfill accelerations and dynamic displacement of walls were measured. Input accelerations were kept between 0.03g to 0.27g. A data acquisition system consisting of dynamic pressure transducers, accelerometers, displacement transducer, signal conditioning board and a data acquisition card compatible with a personal computer was used during the study. Three d...
Citation Formats
M. H. Elmalı, “A model study on uplift resistance of anchor plates in sand,” Middle East Technical University, 1990.