Isotropically-consolidated drained and undrained triaxial compression tests on soils of varying gradation
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https://www.designsafe-ci.org/data/browser/public/designsafe.storage.published/PRJ-3732/#detail-7906464215473328621-242ac118-0001-012
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资源简介：
Performed a series of triaxial compression tests in a systematic manner to isolate the effects of soil gradation on the strength, stress-dilatancy, and excess pore pressure generation of coarse-grained soils.
提供机构：
Designsafe-CI
创建时间：
2022-10-21
