Large-Scale Plane Strain Compression Tests on Compacted Gravel with Active and Passive Controls

Maqbool, Sajjad; Koseki, Junichi

doi:10.3208/sandf.47.1063

Cited by 12 publications

(3 citation statements)

References 16 publications

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“…Note also that plane strain compression (PSC ) tests with lateral conˆning plates with lubrication layers are also aŠected by the bedding error. Therefore, special PSC tests to actively control the position of the conˆning plates were performed on gravel by Maqbool and Koseki (2007) to study the eŠects of such lateral bedding error.…”

Section: Effects Of Boundary Conditions and Sample Disturbancementioning

confidence: 99%

Observation of Geomaterial Behavior

Koseki

Kawaguchi

2010

Soils and Foundations

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By focusing on the mechanical behavior of geomaterials observed by means of laboratory tests, we have attempted to survey the 50 year history of relevant studies presented in Soils and Foundations and to introduce some of the recent research outcomes. First, the developments of a variety of testing apparatuses and procedures are summarized, with a particular focus on the eŠects of boundary conditions and sample disturbance, local and microscopic measurements, and the observation of small strain behavior as well as large strain behavior. Second, studies on the properties of sandy soils, clayey soils, other problematic soils and cemented soils including aged soils and soft rocks, respectively, are reviewed brie‰y. Third, because it is a research topic that has had the attention of so many researchers for so long, and some remarkable progress has been achieved recently, studies on viscous behavior, including the dependency on the loading rate and creep deformation, are overviewed.

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Section: Effects Of Boundary Conditions and Sample Disturbancementioning

confidence: 99%

Observation of Geomaterial Behavior

Koseki

Kawaguchi

2010

Soils and Foundations

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“…Each specimen measured 50 cm high and 23.5 cm times 23.5 cm in cross-section. It was pre- Optimum moisture content of the tested gravel was determined from the compaction curves drawn for three levels of compaction energy: 620, 2700 and 7820 kJ/m 3 (Maqbool and Koseki, 2007). It was found that the values of the optimum moisture content were diŠerent for each level of compaction.…”

Section: Development Of a Compaction Technique And Preparation Of Denmentioning

confidence: 99%

“…This process is also easily replicable. Refer to Maqbool and Koseki (2007) for the details of the apparatus for automatic compaction.…”

Section: Development Of a Compaction Technique And Preparation Of Denmentioning

confidence: 99%

Large-Scale Triaxial Tests to Study Effects of Compaction Energy and Large Cyclic Loading History on Shear Behavior of Gravel

Maqbool

Koseki

2010

Soils and Foundations

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Experimental Study of Shear Strength Features of Regenerated Rock Mass compacted and consolidated by Broken Soft Rocks

Wang

2019

KSCE J Civ Eng

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Large-Scale Plane Strain Compression Tests on Compacted Gravel with Active and Passive Controls

Cited by 12 publications

References 16 publications

Observation of Geomaterial Behavior

Observation of Geomaterial Behavior

Large-Scale Triaxial Tests to Study Effects of Compaction Energy and Large Cyclic Loading History on Shear Behavior of Gravel

Experimental Study of Shear Strength Features of Regenerated Rock Mass compacted and consolidated by Broken Soft Rocks

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