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22 Nov 2004: A better understanding of this soil-structure interaction problem is urgently needed so that safe and economic designs can be achieved. ... Distinct soil failure zones were identified at the end of the tests, i.e.

7 Jul 2004: The measurements from two nominally identical tests, both beginning with the rotation set. ... root hinge has significant curvatures both near the clamps and in the middle.

20 Jul 2004: It is also unlikely that AFRP or CFRP will be economic for flexure. ... Bent pultrusions, however, will never be economic. 4.4 Internal confinement for compression.

31 Mar 2004: In this work, a series of dynamic centrifuge tests were performed on a rigid foundation supporting a containment structure. ... The model test data obtained from the present centrifuge tests can be used to improve the design of the foundation of a high

20 Jul 2004: 1. AAACCCMMMBBBSSS MMMCCCAAAPPPCCC IV. ECONOMIC VIABILITY OF STRUCTURES WITH FRP REINFORCEMENT AND PRESTRESS. ... 6]. Nelson, W., Accelerating Testing: Statistical Models, Test Data and Data Analysis, 1st edition, Willey.

29 Mar 2004: The tests were done with a cross-head speed of5 mm/min, and were recorded with a Sony DCR-PC110E digital video camera. ... Displacement (mm). Fo. rce. (N. ). Test. Abaqus. 6. Fig. 17 Response to vertical tip loads.

12 Oct 2004: shear stress. In many centrifuge tests, neither apply. Therefore shear stress is evaluated. ... curves/element test data, and is apparently better at smaller (< 0.05%) strains.

3 Feb 2004: The engineer can then design the reinforcement in the twodirections, and to be economic, he curtails the reinforcement assoon as possible, so that the resistance moment follows veryclosely the applied moment. ... γ factors as low as about 0.20 arepresent

7 Jan 2004: Table 1Details of centrifuge tests. Test code Depth of clay (mm) Reinforcement Wick drains. ... three tests is shown in Fig. 2(b). The following correlation between the peak vaneshear strength measured by the miniature vane shear apparatus, the vertical e

6 Jan 2004: Results in the middle band of stresses were broadly as expected, but the low stress test on sand G in the simple shear appar- atus and one of the high stress ... IMPLICATIONS FOR FIELD TESTING Although the foregoing has been concerned. with the collation