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Discussion: The influence of the membrane restraint on the measured strength of a soil sample along a single shear plane in the triaxial test

机译：讨论：膜限制对三轴试验中单剪平面测量土壤样品测量强度的影响

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M. D. Pachakis;
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年度 1976
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1. About the simplification of the triaxial compression test apparatus for unsaturated soils and the shear strength of unsaturated soil measured by the apparatus [J] . 川#64017, 元, 西垣誠 Japanese Geotechnical Journal . 2011,第1期

机译：关于不饱和土三轴压缩试验装置的简化和用该装置测量的不饱和土的抗剪强度
2. On yield stresses and the influence of curing stresses on stress paths and strength measured in triaxial testing of stabilized soils [J] . Åhnberg Helen Canadian Geotechnical Journal . 2007,第1期

机译：关于屈服应力和固化应力对稳定土三轴试验中测得的应力路径和强度的影响
3. Triaxial compression test of soil-root composites to evaluate influence of roots on soil shear strength [J] . Chao-Bo Zhang, Li-Hua Chen, Ya-Ping Liu Ecological engineering: The Journal of Ecotechnology . 2010,第1期

机译：土根复合材料的三轴压缩试验，评估根对土壤抗剪强度的影响
4. Membrane penetration effects on shear strength and volume change of soil during triaxial test [C] . I. J. Alhani, M. J. M. Noor, W. M. Albadri Advances in Civil Engineering and Science Technology . 2018

机译：三轴试验期间土壤剪切强度和体积变化的膜渗透效应
5. THE INFLUENCE OF CONTROLLED STRAIN RESTRAINTS ON THE STRENGTH AND BEHAVIOR DURING SHEAR OF A SAND TESTED WITH A CONSTANT VOLUME [D] . BEMBEN, STANLEY MICHAEL. 1966

机译：可控应变约束对恒定体积砂砂剪切强度和性能的影响
6. Disturbance function for soil disturbed state strength based on X-ray computed tomography triaxial test [O] . X. Li, S. J. Wang, B. H. He, 2015

机译：基于X射线计算机断层扫描三轴试验的土壤扰动状态强度扰动函数
7. Anisotropy of Undrained Shear Strength of an Over-Consolidated Soil by Triaxial and Plane Strain Tests [O] . Laksiri C. Kurukulasuriya, Masanobu Oda, Hidehiko Kazama 1999

机译：通过三轴和平面应变试验对过阳合物过泛的剪切强度的各向异性
8. Development of a Laboratory Technique for Correcting Results of Undrained Triaxial Shear Tests on Soils Containing Coarse Particles for Effects of Membrane Compliance [R] . Seed, R. B., Anwar, H. 1987

机译：在含有粗颗粒的土壤上校正不排水三轴剪切试验结果的实验室技术的发展

Discussion: The influence of the membrane restraint on the measured strength of a soil sample along a single shear plane in the triaxial test

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