Search
Search Funnelback University
- Refined by:
- Date: 2011
Did you mean economiespast |u:www-civ.eng.cam.ac.uk?
1 -
20 of
33
search results for Economics test |u:www-civ.eng.cam.ac.uk
where 3
match all words and 30
match some words.
Fully-matching results
-
Chris Burgoyne Publications Page
www-civ.eng.cam.ac.uk/cjb/cjbpublications.html4 Oct 2011: Submitted to ACI Structural Journal. Balafas I. and Burgoyne C.J., Economics of beams reinforced and prestressed with FRP. ... Burgoyne C.J., Tests on beams prestressed with polyaramid tendons, Procs 1st Int. -
Uplift Mechanisms of Pipes Buried in SandC. Y. Cheuk1; ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/187.pdf2 Aug 2011: Further details ofthe experimental set-up are described by Cheuk 2005. Test Materials. ... The soil densityvaried by 1.5% ensuring repeatability. Test Program. A series of four tests involving two grain sizes and two relativedensities 30 and 90% was -
Burgoynefinal2
www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf8 Apr 2011: Eight tests using. 4. SIM and four tests using SSM were conducted at each load level. ... rs---. --. 100. yrs. -----. 1000. 0 yr. s---. --. CCTSIMSSM datafitted regression line90% PI from creep tests. Results that match 1 of 2 words
-
Department of Engineering - Bridge Research Group - People
www-civ.eng.cam.ac.uk/brg/people.html22 Dec 2011: This has included a large number of model tests in the Structures Laboratory in order to validate the theoretical models. ... loads. He conducted an experimental program on several model specimens to test the validity of various analysis techniques. -
Microbial Carbonate Precipitation in Soils
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Qabany.html2 Nov 2011: Laboratory tests were conducted to investigate the effect of changing treatment factors such as chemical concentrations, retention times and effective input rates (mole/litre/hour) on chemical efficiency. ... with cementation was different from previous -
Teaching material for schools - Tall Building design
www-civ.eng.cam.ac.uk/cjb/schools/buildings1/index.html22 Feb 2011: Buildings for the earthquake test. Collapse. Files to download:-. -
The influence of bacteria on the mechanical properties of deep-ocean…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-kuo.html2 Nov 2011: Mini ball-penetrometer tests on natural cores confirm the crustal strength, and indicate a sensitivity of 3 within the crust. ... However, pipeline interface tests using the Cam-shear device demonstrate a significant variability in the measured interface -
Process envelopes for and biodegradation within stabilised/solidified …
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst_kogbara.html13 May 2011: Extensive data was generated in a series of laboratory tests in order to develop process envelopes for S/S treatment of contaminated soils using a real site soil contaminated with a ... monolithic leaching, contaminant extraction and dehydrogenase -
www-civ.eng.cam.ac.uk/cjb/papers/p69.pdf
www-civ.eng.cam.ac.uk/cjb/papers/p69.pdf8 Apr 2011: -
Long-term behaviour of twin tunnels in London clay
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-laver.html2 Nov 2011: Permeability tests are performed on fissured London Clay, exploring the effect of isotropic stress cycles on the permeability of fissures. -
Οδηγίες για την προετοιμασία του τελικού κειμένου του 1oυ Συνεδρίου…
www-civ.eng.cam.ac.uk/cjb/papers/cp80.pdf8 Apr 2011: Tests had to be carried out at various temperatures levels and for that reason the test apparatus included a Thermo center - Salvis Lab oven, as shown in Fig. ... The variation of the test data at all load levels about this line is small, indicating the -
Lateral loading of piles due to embankment construction
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst_springman.html13 Apr 2011: The algorithm was checked against the centrifuge model test results and the numerical analyses, and design charts were produced for free headed piles only_ Finally a design procedure was recommended for -
FRPRCS-10-Taher-Burgoyne-Cambridge-Final
www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf8 Apr 2011: Double-shear pull tests and single-shear pull tests have been the most popular test methods, as a result of their simplicity (Chen et al., 2001). ... Figure 2 — Direct pull out tests set-ups. (a) Beam test (b) Modified beam test. -
Tunnelling in sands and the response of buildings
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst_farrell.html10 Jan 2011: Significant excess pore pressures were generated by the jet grouting. Further investigation into greenfield ground movements in sands has also been carried out, through comparison of three separate centrifuge tests which -
Author's personal copy Fracture mechanics of plate debonding:…
www-civ.eng.cam.ac.uk/cjb/papers/p70.pdf8 Apr 2011: Author's personal copy. 5. Comparisons with tests: overview. The model has been validated against a database of test results,collected from the literature, covering all possible forms of PE andIC ... away from the loading point towards the supportgives -
Li Haigh and Bolton 2010 GeoShanghai pile sand axial cyclic loads
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/202.pdf3 Aug 2011: METHODOLOGY Test Apparatus and Model Pile Single pile tests were conducted at 50g in the Turner beam centrifuge at the Schofield Centre, Cambridge University. ... CYCLIC AXIAL LOAD TESTS Test Procedure All test locations are presented in FIG 1(b). -
Zurich2010_monopile_final
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/198.pdf3 Aug 2011: Table 1. Information on cyclic lateral load tests. __________________________________________________ Test Min. ... Table 2. CN values for different cyclic lateral load tests. __________________________________________________ Test Load amplitude -
Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/191.pdf2 Aug 2011: MODEL TEST OBSERVATIONSCheuk et al. (2007) presented the results of a series of. ... COMPARISON WITH MODEL TEST DATABASEA large database of pipe and anchor pullout tests has been. -
Flat boundaries and their effect on sand testing
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/204.pdf3 Aug 2011: Bagi[13] also observed this effect in 2D simulations of a uniaxial compression test, showing data which. ... For example, Head [2] suggests minimumratios of 5, 6, 10 or 12, depending on the nature of the laboratory test. -
Supporting_excavations_in_clay_-_from_analysis_to_decision-making
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/189.pdf2 Aug 2011: Equivalent in-situ tests such as self-boring pressuremeter tests can alternatively be car-ried out. ... soil test configuration that would correctly represent the undrained shear strength of at the specific orienta-tion.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.