Search
Search Funnelback University
- Refined by:
- Date: 2001
21 -
30 of
35
search results for Economics middle test
where 3
match all words and 32
match some words.
Results that match 2 of 3 words
-
Modelling of EmbankmentConstruction on Soft Clay in the Mk ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf17 Aug 2001: 1 2 NEW SAND POURING TECHNIQUE. 12.1 Introduction12.2 Preliminary tests. 12.2.1 Initial designs12.2.2 Sand base layer12.2.3 Test with spreader apparatus / friction problem. ... Every other aspect of the tests were identical. Severe pockmarking -
Numerical modelling of theelectrokinetic remediation ofheavy metal…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf17 Aug 2001: measured in laboratory test JMEK07, an experiment on E-grade Kaolin clay spiked with. ... measured in laboratory test JMEK07 superimposed. In figure 13 the final distributions of both. -
Compkmentary Shear Stressesin Dynamic Centrifuge Modelling…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR243.pdf22 Aug 2001: preliminary internal report for the purpose of generating such funds. In this report results from 1 wo centrifuge tests BET- 1 and BET-2 (Boundary Effects Test). ... the moment loading simultaneous iy in a direct shear box test, Stmud (197 1). -
The Study ofRelative Density and Boundary Effects for Cone ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf22 Aug 2001: 2.2 Some remarks about calibration chamber tests. 3 Centrifuge Tests. 3.1 Test programme. ... 3.1 Test programme. The detail and geometry of the tests are tabulated in Table 1. -
Dynamic Response of theEquivalent Shear Beam (ESB) Container S.P.G.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR270.pdf22 Aug 2001: The displacement of the model container and the block building models during centrifuge tests. ... S c a l e s : Model. TEST _, FIG.NO.MODEL M G - 1. -
Grouted ground anchors and the soil mechanics aspects of cement…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mckinley.htm24 Aug 2001: John D McKinley, Cambridge University. Geotechnical Engineering Group. Abstract. Civil Engineers have used grouted ground anchors to transmit tensile loads into the soil because of the technique’s economic and practical ... The calculated values for -
TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf29 Aug 2001: from shearvane tests, Hamilton et al (19!31). Assuming identical vertical stresses, overconsolidation. ... of the centrifuge test the fingers came cut of contact with the tower. -. -
ADVANCED COMPOSITES - THE CHALLENGE TO BRIDGE DESIGNERS C ...
www-civ.eng.cam.ac.uk/cjb/papers/cp48.pdf31 Aug 2001: Is this because thetechnology is wrong? Are the economics wrong? Are engineers too conservative? ... There will thus need to be research before economic designrules can be introduced. -
Walking Aids Case Study
www-materials.eng.cam.ac.uk/mpsite/short/OCR/walking_aids/default.html4 Sep 2001: You can see what buckling is by pushing a ruler from both ends - it will bend in the middle, but spring back again (so it is still elastic). ... It is not economic to use standard processes such as turning - so another approach is needed. -
LectList2001
https://www.reporter.admin.cam.ac.uk/reporter/2001-02/special/01/p133-140.pdf28 Sep 2001: Module F5 (International business economics)DR C. PITELIS AND DR M. POLLITT (Leader). ... Rudy. (Sixteen lectures). Paper MS3 (Economics of firms and markets)Leader: Dr M.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.