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6 Feb 2007: Figure 8. Stress-strain response for Koconsolidated undrained direct simple shear tests on Boston Blue Clay (Ladd andEdgers, 1972). ... 1972). Consolidated-undranineddirect simple shear tests on Boston blue clay. Res. ReportR72–82, MIT, Cambridge, Mass.

30 Jul 2007: After each test, photographs were taken of everyfracture surface. The fracture plane was seen to intersect oneor more tensiometers in 7 out of 17 tests. ... This. Table 2. Test programme. Type of four-pointbending test. Test Initial suctionmeasured, s9i:

11 Jul 2007: These relations can be found in and have been verified using published test data in [8].

11 Jul 2007: cover. For example, in Japanese tests with beams varying from 100 mm to 3 m effective depth [7] the bars in the three deepest beams are distributed vertically over depths of

17 Apr 2007: A n m. 1.82 104 1.63 -0.925. 3.2 Shear Test Data Option. ... Another possibility is to use the viscoelastic command in conjunctionwith shear test data, in order to generate a viscoelastic model based onexperimental data from either creep or relaxation

10 Apr 2007: In the case of a uniaxial test in the machine direction the effective stress reduces to σ̄ef f = σ1.Similarly A22 can be found from uniaxial tests in the transverse direction. ... 1Cathey, H.M. Test flights of the NASA ultra-long duration balloon.

11 Jul 2007: They concluded that effectiveness factor models based primarily on concrete strength are found to have poor correlation with test results of 135 nonflexural structural elements. ... 53] Ashour, A. F., and Rishi, G., “Tests of Reinforced Concrete

11 Jul 2007: summarised in Table 1. These are similar to test specimen ML3 of Marti et al [18], although, perhaps somewhat unrealistically, the reinforcement in each face is here assumed to lie at ... 9] Marti, P.; Leesti, P.; Khalifa, W. U., [1987]. “Torsion Tests

11 Jul 2007: laboratory test furnace but whether they are likely to survive other exigencies and be around and able to fulfil their task in a real fire.

11 Jul 2007: He has conducted many tests to show that, despite being an Upper Bound, his predictions are sufficiently close to the true collapse load that they can be used as the basis ... The values of the moment capacity determined by Collins from material tests