Ali al-Robay | University of Al-Qadisiyah

Ali al-Robay

4 Questions 8 Answers 0 Followers

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What are the main reasons for conducting pull-out tests for soil nails?

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In determining the effective stress parameters of a soil sample, which test is preferable, consolidated undrained test or consolidated drained test?

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In conducting triaxial test to determine shear strengths for soil samples, what consolidation pressures should be specified?

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Is it worthwhile to carry out tests on particle density of soil particles for geotechnical design?

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