ONE TEST DETERMINATION OF THE FAILURE CURVE OF A GRANULAR SOIL BY STRAIN PATH TESTING

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概要

• 論文の詳細を見る

• The determination of a curved failure surface of a granular soil can be a time and cost consuming exercise. The fitting of a failure curve to failure points obtained by testing different, but supposedly replicate, samples can also be an error-prone process. A new, but simple, method based on post-failure strain path testing is presented. Micro-processor control techniques are used to control the strain path followed by a sample in a post-failure domain. This new method enables the determination of the failure curve from a one test. The pre-requisite of the success of this method is elimination of platen restraint to a minimal level.

• 社団法人地盤工学会の論文
• 1993-03-15

著者

• Lo Sc.r.

  Department Of Civil And Maritime Engineering. University Of New South Wales Australian Defence Force

• Lo Sc.r.

  Department Of Civil And Maritime Engineering University College The University Of New South Wales Au

• CHU J.

  School of Civil and Structural Engineering, Nanyang Technological University

• Chu J.

  School Of Civil And Structural Engineering Nanyang Technological University

• Lo S-C.R.

  Department of Civil and Maritime Engineering. University of New South Wales, Australian Defence Force Academy

関連論文

• QUALITY OF THE LUBRICATION LAYER USED IN ELEMENT TESTS ON GRANULAR MATERIALS
• SYSTEM COMPLIANCE CORRECTION FROM PORE PRESSURE RESPONSE IN UNDRAINED CYCLIC TRIAXIAL TESTS
• ONE TEST DETERMINATION OF THE FAILURE CURVE OF A GRANULAR SOIL BY STRAIN PATH TESTING

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