1981
DOI: 10.1007/bf01711611
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Sand deformability and strength under plane strain conditions for different loading paths

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1982
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Cited by 2 publications
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“…To study the actual deformability of soils under vertical load at occurrence of undermining work (Dalmatov et al 2000) horizontal deformations developed a special compression device, the design of which is shown in Figure 1. Instead of fixed wall as a conventional compression device (Zhussupbekov, Fadeyev 1988) soil sample is placed in a rubber shell is crimped on the side surface water as in triaxial compression-type (Zaretsky et al 1981). Fig.…”
Section: Introductionmentioning
confidence: 99%
“…To study the actual deformability of soils under vertical load at occurrence of undermining work (Dalmatov et al 2000) horizontal deformations developed a special compression device, the design of which is shown in Figure 1. Instead of fixed wall as a conventional compression device (Zhussupbekov, Fadeyev 1988) soil sample is placed in a rubber shell is crimped on the side surface water as in triaxial compression-type (Zaretsky et al 1981). Fig.…”
Section: Introductionmentioning
confidence: 99%