裁决
发表于 2025-3-23 13:28:54
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Inkling
发表于 2025-3-23 16:57:56
Shear Strength Behaviour of Unsaturated Silty Soil constant suctions. Volume change and shear strength data for the samples were monitored continuously during the experiments. In this paper, the results of the experimental study will be presented and the effects of suction on the shear strength and volume change of unsaturated soil will be discussed in detail.
观察
发表于 2025-3-23 21:12:29
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Foregery
发表于 2025-3-24 00:26:42
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正面
发表于 2025-3-24 04:23:31
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Decline
发表于 2025-3-24 08:46:23
https://doi.org/10.1007/978-3-319-89803-2emperature gradient and the inaccuracy of the sensors used to measure total suction. In this paper, the total suction measurement inaccuracy of several sensors commonly used is discussed. It is found that the total suction measurements can only be performed to lowest suction of 1000 kPa when sufficient accuracy is to be obtained.
捕鲸鱼叉
发表于 2025-3-24 14:00:38
Gleaning Some Lessons and Reflections,ded samples were then subjected to different levels of wetting in a water tank and different degrees of drying in the laboratory and the CBR determined. The variation of the CBR with the water content is presented and discussed and related to the matric suction.
Ossification
发表于 2025-3-24 18:15:56
Learning from VLSI Design Experience-tests were performed on sand-kaolin mixture specimen. Axis translation technique was used for creating the desired matric suction. The details of the new device and the test procedures are described. The obtained result are presented and discussed in detail.
数量
发表于 2025-3-24 21:16:43
Fabric Changes in Compacted London Clay Due to Variations in Applied Stress and Suctionrangement of particles, using Environmental Scanning Electron Microscopy. The study showed important changes to take place in the soil micro-fabric during wetting, whereas the effect of loading was seen to be less severe. The results suggest that changes in the overall micro-fabric of a compacted clayey soil are strongly stress path dependent.
沙发
发表于 2025-3-24 23:16:59
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