Stepped impedance microwave low pass filters (LPFs) are presented. The conventional stepped impedance LPF with cut off frequency of 1. 9 GHz is proposed. Replacing split ring resonator (SRR) instead of low impedance line in conventional design is presented to get compact, low insertion loss (IL), sharp cutoff, and high selectivity LPF. The proposed filter have better result compared to conventional counterpart. The simulated results indicated that the proposed filter achieved flat pass-band without ripples, corresponding to numbers of unit cells of SRR structure. Numerical result for the stepped impedance microwave LPFs are obtained. The filters are simulated by the computer aided design software (Ansoft HFSS) tool.

Keywords: Microstrip, metamaterial, selectivity, split ring resonator, stepped impedance.

[1]. Ahn D,Kim S.J,Kim S.C,Qian J, and Itoh T. A (2001). Design of the Lowpass Filter Using the Novel Microstrip Defected Ground Structure. IEEE Transactions on Microwave Theory and Techniques. 49(1), 86-91.
[2]. Garcia-Garcia J,Martin F.F,Bonache J, Baena,Gil J,Lopetegi I,Laso T,Marcotegui M, Marques A,Sorolla R(2004). Stepped impedance Lowpass Filter with Spurious Pass-band Suppression. Electronic Letter 40(14), 881-883.
[3]. Pendry B.J, Holden A,Robbins D,Marques R,Martin F,Sorolla(2004) M. Effective Negative-ε Stop-Band Microstrip Lines Based on Complementary Split ring Resonators. IEEE Microwave Wireless Component Letter.14(6),280- 282.
[4]. Tu W, Chang K. (2005). Compact Microstrip Lowpass Filter with Sharp-Rejection. IEEE Microwave Wireless Component Letter. 15(6), 04-406.
[5]. Garcia-Garcia J,Martin F,Bonache J,Falcone F,Baena J, Gil I, Amat E,Lapetegi T,Laso M, Iturmendi J,Sorolla M,Marques R.(2005). Microwave Filters with Improved Stopband Based on Sub-Wavelength Resonators. Microwave and Optical Technology Letter. 46(3), 283-285.

Red Soils are problematic soils in nature that decrease of capillary tension and loss of particle contact and decreasing volume on saturation. This volume decrease causes change of soil's structure and finally causes considerable settlement. The impact of development induced changes in soil structure changes the engineering performance which are moisture sensitive. In the present study an attempt is made with 10 red soils for various geotechnical characteristics to relate the collapsibility of these soils by considering parameters like water content dry density, saturation moisture content, void ratio and porosity etc., and the degree of collapsibility of these soils are explained with existing models.

Keywords: Problematic soils, Moisture sensitive, Geotechnical characteristics, Parameters.

[1]. Feda, J., 1966, "Structural Stability of Subsiding Loess from Praha dejvice", Engineering Geology, Vol. 1, pp. 201–219.
[2]. Gibbs, H. J., Bara, J. P., 1967, "Stability Problems of Collapsing Soil", Journal of Soil Mechanics and Foundation Engineering, Vol. 93, pp. 577–594.
[3]. Handy, R. L., 1973, "Collapsible Loess in Iowa", Soil Science Society of America Journal, Vol. 37, No. 2, pp. 281–284.
[4]. IS 2720: Part 13:1986 Methods of Test for Soils – Part 13 Direct shear test.
[5]. IS 2720: Part 16:1986 Methods of Test for Soils – Part 16 Laboratory Determination of CBR.

This study investigates the flow of Casson fluid and heat transfer over a permeable vertical stretching surface considering the effects of magnetic field and thermal radiation. Two dimensional boundary layer governing equations are transformed into a system of ordinary differential equations and then solved numerically by shooting method. The effects of various involved parameters on flow and temperature distributions are explained graphically while the skin friction coefficient and Nusselt number are tabulated. Results show that the effect of increasing radiation parameter tends to increase the velocity and temperature profiles.

Keywords: Non-Newtonian fluid, Radiation, Heat transfer, Prandtl number.

[1]. Cortell, R. [2008] "Analysing Flow and Heat Transfer of a Viscoelastic Fluid over a Semi-Infinite Horizontal Moving Flat Plate", International Journal of Non-Linear Mechanics, Vol. 43, pp. 772-778.
[2]. Djukic, D.S. [1974] "Hiemenz Magnetic Flow of Power-Law Fluids", Journal of Applied Mechanics, Vol. 41, pp.822-823.
[3]. Wilkinson, W. [1970] "The Drainage of a Maxwell Liquid Down a Vertical Plate", Chemical Engineering Journal, Vol. 1, pp. 255-257.
[4]. Casson, N. [1959] "A Flow Equation for Pigment-Oil Suspensions of the Printing Ink Typ", In: Mill, C.C., Ed., Rheology of Disperse Systems, Pergamon Press, Oxford, pp. 84-104.
[5]. Cokelet, G. R., Merrill, E. W., Gilliland, E. R., Shin, H., Britten, A., & Wells Jr, R. E. [1963] "The rheology of human blood-measurement near and at zero shear rate", Transactions of the Society of Rheology, Vol. 7, Issue. 1, pp. 303-317.

Graph theory has provided chemists with a variety of useful tools, such as topological indices. A topological index Top(G) of a graph G is a number with the property that for every graph H isomorphic to G, Top(H) = Top(G). In this paper, we compute ABC index, ABC4 index, Randic connectivity index, Sum connectivity index, GA index, GA5 index, First Zagreb index, Second Zagreb index, First Multiple Zagreb index, Second Multiple Zagreb index, Augmented Zagreb index, Harmonic index and Hyper Zagreb index, First Zagreb polynomials, Second Zagreb polynomials, Third Zagreb polynomials, Forgotten polynomials, Forgotten topological index and Symmetric division index of Nicotine.

Keywords: ABC index, ABC4 index, Randic connectivity index, Sum connectivity index, GA index , GA5 index, First Zagreb index, Second Zagreb index, First Multiple Zagreb index, Second Multiple Zagreb index, Augmented Zagreb index, Harmonic index, Hyper Zagreb index, First Zagreb polynomials, Second Zagreb polynomials, Third Zagreb polynomials, Forgotten polynomials, Forgotten topological index, Symmetric division index and Nicotine.

[1]. J. Braun, A. Kerber, M. Meringer, C. Rucker, Similarity of molecular descriptors: the equivalenceof Zagreb indices and walk counts, MATCH Common. Math. Compute. Chem. 54 (2005) 163-176.
[2]. S. Chen, W. Liu, the geometric-arithmetic index of nanotubes, J. Comput. Theor. Nanosci. 7(2010) 1993-1995.
[3]. J. Chen, J. Liu, X. Guo, Some upper bounds for the atom-bond connectivity index of graphs,Appl. Math. Lett. 25 (2012) 1077-1081.
[4]. J. Chen, X. Guo, The atom-bond connectivity index of chemical bicyclic graphs, Appl. Math. j.Chinese Univ. 27 (2012) 243-252.
[5]. K. C. Das, N. Trinajstic, Comparision between first geometric-arithmetic index and atom-bondconnectivity index, Chem. Phys. Lett. 497 (2010) 149-151.

This paper exposes the flaws in existing plagiarism detection tools. Also, a new architecture has been proposed which tries to cover up the gaps between existing systems and proposed system.

[1]. Turnitin: Leading Plagiarism Detection Tool.Retrieved from http://www.Turnitin.com.
[2]. Urukund.Retrieved from www.urkund.com. Date Accessed: 20th August, 2014.
[3]. Plagiarism Detect. Retrieved fromwww.plagiarismdetect.com. Date Accessed:13thAugust,2011.
[4]. Plagiarism Checker. Retrieved from http://smallseotools.com/plagiarism-checker/. Date Accessed: 17thNovember,2015.
[5]. DupliChecker.Retrieved from http://www.duplichecker.com/. Date Accessed: 18thNovember,2015.

In the North-East India, China, mid Atlantic- ridge, Pacific seismic belt and Japan, most of the earthquake faults are dip slip in nature. In this work a long, surface breaking, dip-slip fault is assumed situated in a half space of linear viscoelastic medium of Burger's Rheology. Tectonic forces due to mantle convection and other associated phenomena are acting on the system. The nature of the fault movement is assumed to be slipping. The displacement, stresses and strains are obtained analytically at any field point in an isotropic, homogeneous, viscoelastic half-space using integral transformation, modified Green's function technique and correspondence principle. A close inspection of these expressions may give some clue about the nature of stressaccumulation in the lithosphere-asthenosphere system.

Keywords: Aseismic Period, Dip-slip fault, Mantle Convection, Burger's Rheology.

[1]. Aki, K and Richards,P.G.,1980. Quantitative Seismology: Theory and Methods. W.H. Freeman, San Francisco.
[2]. Cathles, L.M., 1975.The Viscosity of the Earth's Mantle. Princeton University Press, Princeton, New Jersey.
[3]. Chift,P., et al., 2002. Evidence of low flexural rigidity and low viscosity lower continental crust during continental break-up in South China Sea. Marine and Petroleum Geology, 19, 951-970.
[4]. Chinnery, M.A., 1961.The deformation of the ground around surface faults. Bull. Seis. Soc. Am., 51, 355-372.
[5]. Debnath, S.K., 2013. A buried vertical Long dip-slip fault in a Viscoelastic half-space model of the lithosphere. J. of Emerging Trends in Engineering and Appl. Sci. (JETEAS), 4, No 1. 7-15.

The utilization of online social networking sites has turned into a necessary portion of our lives. It causes us to speak with our dear and separated ones. We can likewise utilize these sites for different media sharing purposes, for example, music, recordings, and so on. Additionally, nowadays these sites are increasing substantially more notoriety because of the outsider applications that exist on these stages. Be that as it may, interlopers have understood the capability of these applications and utilize it as a medium to spam users. In a great deal of cases, as indicated by a review done these applications are malicious..............

Keywords: Facebook Apps, Malicious Apps, Profiling Apps, Online Social Networks.

[1]. Sazzadur Rahman, Ting-Kai Huang, Harsha V. Madhyastha, MichalisFalatous, "Detecting Malicious Facebook Applications," In IEEE/ACM Transactions on Networking, 2015.
[2]. V. Sri Roja, A. Vineela, Y. Sri Sanjana, U. PrasannaAnjanyulu, "FRAppE: Detecting Malicious Facebook Users".
[3]. Pete Burnap, Amir Javed, Omer F.Rana, Malik S.Awam, "Real Time Classification of Malicious URLs on TWITTER Using Machine Activity Data," In IEEE/ACM International Conference on Advance in Social Network Analysis and Mining, 2015.
[4]. KiranBhise, R. S. Shishupal, "Survey on Recognize Malignant Facebook Applications," In Vol. 4, IJSR, December 2015.
[5]. Yajin Zhou, Zhi Wang, Wu Zhou, Xixian Jiang. Hey You, "Get on My Market: Detecting Malicious Apps in Official and Alternative Android Market".

Estimation of California bearing Ratio values are important for civil engineers to quickly assess the behavior of soils used in the civil engineering infrastructure projects (Roads/Pavements).California bearing ratio test is usual to know the shear strength i.e. Penetration Resistance of component layers such as pavements such as sub-grade, sub-base and base course materials. In the present investigation 40 gravel soil samples are used to predict California bearing ratio values from index properties such as gradation, plasticity characteristics. 8 No of correlation equations are prepared by performing tests on gravel soils. Increasing the number of parameters in the given regression analysis high R2 values are obtained and efficiency in prediction of California bearing ratio values are also increasing.

Keywords: California bearing Ratio, Regression analysis, Correlation.

[1]. Agarwal, K.B and Ghanekar, K.D. (1970). Prediction of California Bearing Ratio from Plasticity Characteristics of Soil. Proceeding of 2nd South-east Asian Conference on Soil Engineering, Singapore, June-11-15, 1970, Bangkok: Asian Institute of Technology, 571-576.
[2]. A.A BELLO. "R. Regression analysis between Properties of sub-grade lateritic soil. Leonardo journal of science, Issue 21, PP.99-108, 2012.[3]. Patel, S.R. and Desai, M.D. 2010. California Bearing Ratio Predicted by Index Properties for Alluvial Soils of South Gujarat, Dec. 16-18, 79-82, Proceedings of Indian Geotechnical Conference 2010, India.
[4]. Rama Subbarao, G.V. and Siva Shankar, G, Predicting Soaked California Bearing Ratio value of fine grained soils using index and compaction characteristics, Jordan Journal of Civil Engineering, volume 7(2013), No.3, pp. 354-360.
[5]. The National co-operative highway research program (NCHRP) (2003) [3] NCHRP (2003), Guide for Mechanistic Empirical Design of new and Rehabilitated Pavement Structures. National Cooperative Highway Research Program Transportation Research Board National Research Council, Illinois 61820.

In the present paper , the author will establish a double integral transform of Aleph  -function which leads to yet another interesting process of augmenting the parameters in the  -function. The result is of general character and on specializing the parameters suitably yields several interesting results as particular cases.

Keywords: -function, Euler Transformation, H -function, Hypergeometric Function, Integral Transformation. (2010 Mathematics subject classification: 33C99)

[1]. Sazzadur Rahman, Ting-Kai Huang, Harsha V. Madhyastha, MichalisFalatous, "Detecting Malicious Facebook Applications," In IEEE/ACM Transactions on Networking, 2015.
[2]. V. Sri Roja, A. Vineela, Y. Sri Sanjana, U. PrasannaAnjanyulu, "FRAppE: Detecting Malicious Facebook Users".
[3]. Pete Burnap, Amir Javed, Omer F.Rana, Malik S.Awam, "Real Time Classification of Malicious URLs on TWITTER Using Machine Activity Data," In IEEE/ACM International Conference on Advance in Social Network Analysis and Mining, 2015.
[4]. KiranBhise, R. S. Shishupal, "Survey on Recognize Malignant Facebook Applications," In Vol. 4, IJSR, December 2015.
[5]. Yajin Zhou, Zhi Wang, Wu Zhou, Xixian Jiang. Hey You, "Get on My Market: Detecting Malicious Apps in Official and Alternative Android Market".