Chapter 3 Experimental results and analysis 英文写作模板-地质工程-岩土工程

3.1 Compare with previous work

3.1.1 positive

The angles of internal friction under plane strain conditions were higher than corresponding triaxial conditions by 1° to 3° for the three types of soil. The observation was consistent with the behavior of sands, such as that of Toyoura sand (Tatsuoka et al. 1986). (From: Centrifuge Modeling of Slope Instability,GAGE)

3.2 Explanation

Note that the value did not represent the true values during testing, but it gave an indication of the distribution of moisture during rainfall tests. There is a clear difference in the degree of saturation for the two groups of tests, which were conducted under different accelerations and, thus, rainfall intensity and duration until failure. (From: Centrifuge Modeling of Slope Instability,GAGE)

3.6 Verb

presenting/ supporting

The centrifuge model without the anchor failed at an acceleration of 78 g, presenting a failure mode of 3 stable columns at the crest, 7 toppling columns in the middle and one sliding column at the toe. (From: Centrifuge Modeling of Rock Slopes Susceptible to Block Toppling, RMRE)

The contact of two adjacent columns changed from face-to-face to face-to-point mode, supporting the assumption that the inter-column force applies at a point. (From: Centrifuge Modeling of Rock Slopes Susceptible to Block Toppling, RMRE)

作者: jinbudejieti

大愚如智

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