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reducedscale shaking table tests on geosyntheticreinforced

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11ICG E-Session (Poster) List (As of 05.09.2018)

on reduced models Delma de Mattos Vidal Brazil 09-18 1248-1254 #1 Reinforced Earth Walls and Slopes PP-A-13 AF0302 Shaking table tests on narrow mechanically stabilized earth walls Rami El-Sherbiny Egypt geosynthetic-reinforced granular material

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Multiple shaking tables tests of seismic pounding effect

Abstract. In order to investigate the longitudinal pounding effect of highway bridges with high-piers under strong ground motions, multiple shaking tables tests of a 1/10 scaled continuous rigid frame and simply-supported girder bridge with high-piers were carried out.

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Seismic Bearing Capacity of Strip Footings Located Close

This paper investigates the performance of geo-reinforced soil structures subjected to loading applied to strip footings positioned close to a slope crest. The kinematic theorem of limit analysis,

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Landmarks in Earth Reinforcement GBV

Irregular shaking table tests on seismic stability of reinforced-soil retaining walls 489 K. Watanabe, M. Tateyama, K Kojima J. Koseki Issues in the use of clay in reinforced earth construction 495

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Shake-table test on a four-storey structure with

Shake-table test on a four-storey structure with reinforced concrete and unreinforced masonry walls similar behaviour at reduced scale, this is often not the case for masonry elements. The experimental The motion of the shaking table and the seismic response of the test unit were monitored through a

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Hoe I. Ling Google Scholar Citations

Large-scale shaking table tests on modular-block reinforced soil retaining walls HI Ling, Y Mohri, D Leshchinsky, C Burke, K Matsushima, H Liu Journal of Geotechnical and Geoenvironmental Engineering 131 (4), 465-476, 2005

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Numerical modeling of EPS seismic buffer shaking table tests

fe ivers Crer Numerical analysis tail l pro d u m rrie incr nse arth fo le vert monst rawes, monit pe, 200 EPS ge ls have unprotected wall option. Inglis et al. (1996) can

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Seismic performance of geosynthetic-soil retaining wall

Reduced-scale models of geosynthetic reinforced soil (GRS) walls were built on this shaking table and then subjected to simulated earthquake loading conditions. In some shaking table tests, combined use of EPS geofoam and horizontal geosynthetic reinforcement layers was investigated.

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Erol Guler Google Scholar Citations

This Cited by count includes citations to the following articles in Scholar. The ones marked * may be different from the article in the profile. Add co-authors Co-authors. Upload . Restore Delete Forever. Follow this author. New articles by this author. New citations to this author.

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Strain Behavior of Backfill Soil in Rigid Faced Reinforced

See also. Framework for Limit State Design of Geosynthetic-Reinforced Walls and Slopes Framework for Limit State Design of Geosynthetic-Reinforced Walls and Slopes. Geosynthetic-Reinforced Soil Structures for Railways in Japan Geosynthetic-Reinforced Soil Structures for Railways in Japan. Continuum Modeling and Analysis of Polymeric Sheet Reinforcement Subjected to

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NUMERICAL LOAD TESTING OF A GEOSYNTHETIC

Geosynthetic reinforced soil (GRS) abutments have been increasingly used due to several large scale load tests on GRS columns which is expensive and not routinely performed. Therefore, using a numerical model to simulate these load or performance tests would offer a more economical alternative. Table of Contents

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Behavior of Nailed Steep Slopes in Laboratory Shake Table

Sengupta, Aniruddha and Giri, Debabrata, Behavior of Nailed Steep Slopes in Laboratory Shake Table Tests (2010). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics .

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Shaking Table Test of Controlled Rocking Reinforced

focused on reinforced concrete and steel frames, and several shaking table tests of large-scale rocking structure models have been conducted . Based on a series of studies on the rocking structures, the authors of the current study proposed a new type of

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The Design and Shake Table Testing of a Full-scale 7

the design of a 7-storey reinforced concrete cantilever wall, built at full scale, tested on the George E. Brown Jr. Network for Earthquake Engineering Simulation Large Outdoor High-Performance Shake Table at the University of California, San Diego.

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Effects of Scale and Loading Rate with Tests of Concrete

Three case studies are presented where reduced‐scale models were subjected to dynamic excitation using a shaking table. The test structures were (a) multi‐story reinforced masonry building systems, (b) two‐story unreinforced masonry bearing and shear wall systems, and (c) ten‐story reinforced concrete frame‐wall systems.

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Earthquake Spectra 1996Daniel P AbramsMasonry Earthquake engineering Earthquake shaking table

Evaluation of Geosynthetic Reinforced Flexible Pavement

Geosynthetic Reinforced Flexible Pavement Systems Using Two Pavement Test Facilities Draft Final Report S.W. Perkins Department of Civil Engineering, Montana State University

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Sand-Nonwoven geotextile interfaces shear strength by

Soil-reinforcement interaction mechanism is an important issue in the design of geosynthetic reinforced soil structures. This mechanism depends on the soil properties, reinforcement characteristics and interaction between these two elements (soil and reinforcement).

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Geomechanics and Engineering 2015Castorina Silva Vieira Maria De Lurdes Lopes Laura Caldeira

Using AE Technique to Monitor the Fracture Behavior in

Shaking table test is an important method in earthquake engineering to approach the structural behaviour or destruction under Tri-Axial seismic or three-dimensional mechanical vibration.

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Shaking Table Array Testing of Reinforced Concrete

Shaking Table Array Testing of Reinforced Concrete Continuous Girder Bridge Model LI Ya-le 1,2, ZONG Zhou-hong 1, LIU Si-ming 3, HUANG Xue-yang 3, XIA Zhang-hua 3 1.

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Large-Scale Testing of Passive Force Behavior for Skewed

with Gravel and Geosynthetic Reinforced Soil (GRS) Backfills . Amy Fredrickson Rodney Mayo were invaluable in running the large-scale tests for this study. My fellow students Kyle Smith, Ian Oxborrow, Arthur Guo, Quinton Taylor, and Cole Washburn made the early Table 2-9 Results of Direct Shear Tests on Reinforced Well-Graded Sand (SW

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Advances in Reinforced Soil Structures Proceedings of

Guler's research has focused mainly on geosynthetic reinforced walls and specifically he conducted research on the use of marginal soils in such structures and their behavior under earthquake loading conditions. His research work includes numerical studies as well as shaking table tests and full scale tests. Prof. Guler has over one hundred

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Shaking table tests of 14 reduced-scale models of masonry

Study on Shaking Table Tests of Building Models Zhang Minzheng Shaking table tests on soil retaining walls reinforced by polymeric strips Seismic response of reduced-scale modular block and rigid faced reinforced walls through shaking table tests

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A 12-year long-term study on the external deformation

A 12-year long-term study on the external deformation behavior of Geosynthetic Reinforced Soil A 12-year long-term study on the external deformation behavior of Geosynthetic Reinforced Soil El-Eman, M.M. and Bathurst, R.J. (2011), Comparison of numerical and analytical solutions for reinforced soil wall shaking table tests, Geomech.

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SHAKING TABLE TEST TO ASSESS THE OUT-OF-PLANE

The shaking table tests reported in this paper address the characterization of the out-of-plane behaviour of a real scale sack masonry faade, taking into account the simulation of existing constructions.

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