This map shows the geographic impact of A Mcgown's research. It shows the number of citations coming from papers published by authors working in each country. You can also color the map by specialization and compare the number of citations received by A Mcgown with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites A Mcgown more than expected).
This network shows the impact of papers produced by A Mcgown. Nodes represent research fields, and links connect fields that are likely to share authors. Colored nodes show fields that tend to cite the papers produced by A Mcgown. The network helps show where A Mcgown may publish in the future.
Co-authorship network of co-authors of A Mcgown
This figure shows the co-authorship network connecting the top 25 collaborators of A Mcgown.
A scholar is included among the top collaborators of A Mcgown based on the total number of
citations received by their joint publications. Widths of edges
represent the number of papers authors have co-authored together.
Node borders
signify the number of papers an author published with A Mcgown. A Mcgown is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Mcgown, A, et al.. (1993). CHOICE OF SOIL PROPERTIES FOR LIMIT STATE ANALYSIS OF REINFORCED SOIL RETAINING STRUCTURES.1 indexed citations
7.
Mcgown, A, et al.. (1992). The Behavior of Reinforced Soil Walls Constructed by Different Techniques. 1237–1248.
8.
Mcgown, A, et al.. (1991). Performance of reinforced soil structures : proceedings of the International Reinforced Soil Conference organized by the British Geotechnical Society and held in Glasgow on 10-12 September 1990.2 indexed citations
9.
Mcgown, A, et al.. (1987). INFLUENCE OF WALL YIELDING ON LATERAL STRESSES IN UNREINFORCED AND REINFORCED FILLS. OpenGrey (Institut de l'Information Scientifique et Technique).11 indexed citations
10.
Mcgown, A, et al.. (1985). SOIL STRENGTHENING USING RANDOMLY DISTRIBUTED MESH ELEMENTS. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985. Publication of: Balkema (AA).6 indexed citations
11.
Andrawes, K Z, et al.. (1985). A NEW METHOD OF SOIL STABILIZATION. POLYMER GRID REINFORCEMENT: PROCEEDINGS OF A CONFERENCE SPONSORED BY THE SCIENCE AND ENGINEERING RESEARCH COUNCIL AND NETLON LTD AND HELD IN LONDON 22-23 MARCH 1984.1 indexed citations
12.
Mcgown, A, et al.. (1985). USE OF GEOGRID PROPERTIES IN LIMIT EQUILIBRIUM ANALYSIS. POLYMER GRID REINFORCEMENT: PROCEEDINGS OF A CONFERENCE SPONSORED BY THE SCIENCE AND ENGINEERING RESEARCH COUNCIL AND NETLON LTD AND HELD IN LONDON 22-23 MARCH 1984.4 indexed citations
13.
Mcgown, A, et al.. (1985). THE LOAD-STRAIN-TIME BEHAVIOUR OF TENSAR GEOGRID. POLYMER GRID REINFORCEMENT: PROCEEDINGS OF A CONFERENCE SPONSORED BY THE SCIENCE AND ENGINEERING RESEARCH COUNCIL AND NETLON LTD AND HELD IN LONDON 22-23 MARCH 1984.20 indexed citations
14.
Mcgown, A, et al.. (1981). A NEW METHOD OF DETERMINING THE LOAD-EXTENSION PROPERTIES OF GEOTECHNICAL FABRICS.2 indexed citations
15.
Mcgown, A, et al.. (1981). STRENGTH TESTING OF GEOTECHNICAL FABRICS.2 indexed citations
Mcgown, A & K Z Andrawes. (1977). INFLUENCES OF NON-WOVEN FABRIC INCLUSIONS ON THE STRESS STRAIN BEHAVIOR OF A SOIL MASS. 1.7 indexed citations
20.
Mcgown, A, et al.. (1973). FABRIC MEMBRANE IN FLEXIBLE PAVEMENT CONSTRUCTION OVER SOILS OF LOW BEARING STRENGTH. 68(798).1 indexed citations
Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive
bibliographic database. While OpenAlex provides broad and valuable coverage of the global
research landscape, it—like all bibliographic datasets—has inherent limitations. These include
incomplete records, variations in author disambiguation, differences in journal indexing, and
delays in data updates. As a result, some metrics and network relationships displayed in
Rankless may not fully capture the entirety of a scholar's output or impact.