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Although Gallivan, Hofman and Orlikowski at el (1994) have seen business process reengineering as an approach to accomplish radical change [8], however, it seems plausible to combine both radical and evolutionary tactics within a single project as long as the design phase involves primarily radical tactics coupled with radical visions [9].
Although, Lih-Jen Chang and Phillip Powell (1998) developed framework for BPR in the SMEs from the work of Ascari et al. (1995) [17], we were tempted to explore object oriented implication in the production process.

Pröbster, El desarrollo de las restauraciones completamente cerámicas.
Potike et al.

Some of the compounds found in analyzes GC/MS were similar as reported in Boey et al. [10].
Wiggers, E.L.

El-Dahshan, Reverse osmosis incorporated into existing cogenerating systems as a sustainable technological alternative for United Arab Emirates, Desalination 157 (2003) 33 [8] M.M.A.
Al-Zoubi, N.A.

Mongiało, Kontrola pojazdów za pomocą systemu satelitarnego monitorowania na przykładzie przedsiębiorstwa EL-TRANS, Praca dyplomowa inżynierska, PWSZ AS, Wałbrzych, (2014)
Banachowicz et al., Monitoring of Cargo Transport in Urban Areas Using GPS/EGNOS Technologies as Part of the Safety System, Procedia - Social and Behavioral Sciences. 151, Green Cities - Green Logistics for Greener Cities, Szczecin, 19-21 May 2014, 6-15 (2014).

Gong et al. [28] confirmed the open and closed lubricant package theory by comparison of micro deep drawing with three lubricants.
El-Sebaie: Development of a New Process for Producing Deep Square Cups through Conical Dies, International Journal of Machine Tools and Manufacture, vol. 49 (2009) pp. 773-780

Journal of Sichuan University(Engineering Science Edition), 2010,42(5):99~104(in Chinese) [11] Al-Hattamleh O，Muhunthan B．Numerical procedures for deformation calculations in the reinforced soil walls［J］．Geotextiles and Geomembranes，2006，24( 1) : 52~57
[12] El-Emam M M，Bathurst R J．Influence of reinforcement parameters on the seismic response of reduced-scale reinforced soil retaining walls［J］．Geotextiles and Geomembranes，2007, 25 ( 1) : 33~49．

In writing Eq. 11, Imre et al. [11] originally assumed that the cross terms must be neglected in the partial conductivities but it is not actually necessary to make this assumption.
Allnatt and E.L.

Similar observations have been made by Aydin et al. [14] and Siddique [15] using high volume fly ash concrete.
El-Badari, Properties of clay/PFA bricks.

Furtado et al, Integrity Evaluation of Industrial Plant Equipment Based on Inspection, Monitoring and Computational Diagnosis, Proceedings of The 12th World Multi-Conference on Systemics, Cybernetics and Informatics.
[5] E.L.