Hit papers significantly outperform the citation benchmark for their cohort. A paper qualifies
if it has ≥500 total citations, achieves ≥1.5× the top-1% citation threshold for papers in the
same subfield and year (this is the minimum needed to enter the top 1%, not the average
within it), or reaches the top citation threshold in at least one of its specific research
topics.
Mechanisms Controlling the Permeability of Clays
1971415 citationsG. Mesri, Roy E. OlsonClays and Clay Mineralsprofile →
Time- and Stress-Compressibility Interrelationship
This map shows the geographic impact of G. Mesri'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 G. Mesri with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites G. Mesri more than expected).
This network shows the impact of papers produced by G. Mesri. 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 G. Mesri. The network helps show where G. Mesri may publish in the future.
Co-authorship network of co-authors of G. Mesri
This figure shows the co-authorship network connecting the top 25 collaborators of G. Mesri.
A scholar is included among the top collaborators of G. Mesri 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 G. Mesri. G. Mesri is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Mesri, G.. (2004). LONG-TERM SETTLEMENT OF THE RECLAIMED QUASI-OVERCONSOLIDATED PLEISTOCENE CLAY DEPOSITS IN OSAKA BAY I. 44(6). 132–133.1 indexed citations
10.
Mesri, G., Tao Feng, & M. Shahien. (1999). COEFFICIENT OF CONSOLIDATION BY INFLECTION POINT METHOD. TECHNICAL NOTE. Journal of Geotechnical and Geoenvironmental Engineering. 125(8).1 indexed citations
Mesri, G., et al.. (1994). Settlement of Embankments on Soft Clays. 1. 8–56.72 indexed citations
14.
Mesri, G., et al.. (1994). Settlement of Test Fills for Chek Lap Kok Airport. 1082–1099.6 indexed citations
15.
Mesri, G.. (1989). A REEVALUATION OF S SUB U(MOB) EQUALS 0.22 SIGMA SUB P USING LABORATORY SHEAR TESTS. Canadian Geotechnical Journal. 26(1).4 indexed citations
16.
Mesri, G. & Yeong-Tae Choi. (1985). THE UNIQUENESS OF THE END-OF-PRIMARY (EOP) VOID RATIO-EFFECTIVE STRESS RELATIONSHIP. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985. Publication of: Balkema (AA).17 indexed citations
17.
Mesri, G.. (1983). DYNAMIC PROPERTIES OF SOFT CLAY FOR WIDE STRAIN RANGE. 23(1). 125–127.1 indexed citations
18.
Mesri, G.. (1975). NEW DESIGN PROCEDURE FOR STABILITY OF SOFT CLAYS. Journal of Geotechnical and Geoenvironmental Engineering. 101.46 indexed citations
19.
Mesri, G., et al.. (1973). CEOFFICIENT OF SECONDARY COMPRESSION (DISCUSSION). 99.
20.
Mesri, G. & Roy E. Olson. (1971). Mechanisms Controlling the Permeability of Clays. Clays and Clay Minerals. 19(3). 151–158.415 indexed citations breakdown →
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.