Search
Search Funnelback University
- Refined by:
- Date: 2004
1 -
10 of
10
search results for Economics middle test |u:www-civ.eng.cam.ac.uk
where 0
match all words and 10
match some words.
Results that match 2 of 3 words
-
Tunnelling-induced ground and building movement on the Jubilee Line…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-choy.htm22 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. -
Burgoyne
www-civ.eng.cam.ac.uk/cjb/papers/cp68.pdf20 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. -
D:\Papers\Rigid Deployable Array TR\report.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR214.pdf7 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. -
Behaviour of rigid foundation in layered soil during seismic…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ghosh.htm31 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 -
ACM-186
www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf20 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. -
D:\Current_work\Deployable_Reflector_Concept_SDM\Paper_SDM.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Reflector_concept_Paper.pdf29 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. -
Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf12 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. -
SE1 p1 Cover
www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf3 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 -
BOLTON, M. D. (1986). GCotechnique 36, No. I.65578 The ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/14_Geotechnique_No36_Is1_65_78.pdf6 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 -
PII: S0266-1144(00)00009-1
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/102_Geotex&GeoMem_vol19_Issue1_23_44.pdf7 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
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.