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.
New Design Procedure for Stability of Soft Clays
1974537 citationsCharles C. Ladd, Roger FoottJournal of the Geotechnical Engineering Divisionprofile →
Reliability Applied to Slope Stability Analysis
1994516 citationsCharles C. Ladd, Gregory B. Baecher et al.Journal of Geotechnical Engineeringprofile →
Stability Evaluation during Staged Construction
1991383 citationsCharles C. LaddJournal of Geotechnical Engineeringprofile →
Citations per year, relative to Charles C. Ladd Charles C. Ladd (= 1×)
peers
Peter Lumb
Countries citing papers authored by Charles C. Ladd
Since
Specialization
Citations
This map shows the geographic impact of Charles C. Ladd'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 Charles C. Ladd with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Charles C. Ladd more than expected).
This network shows the impact of papers produced by Charles C. Ladd. 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 Charles C. Ladd. The network helps show where Charles C. Ladd may publish in the future.
Co-authorship network of co-authors of Charles C. Ladd
This figure shows the co-authorship network connecting the top 25 collaborators of Charles C. Ladd.
A scholar is included among the top collaborators of Charles C. Ladd 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 Charles C. Ladd. Charles C. Ladd is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Ladd, Charles C.. (2008). Commentary: Soft Ground Geotechnics. 9(2). 10–11.
3.
Cherubini, Claudia, John T. Christian, Gregory B. Baecher, et al.. (2001). FACTOR OF SAFETY AND RELIABILITY IN GEOTECHNICAL ENGINEERING. DISCUSSION AND CLOSURE. Journal of Geotechnical and Geoenvironmental Engineering. 127(8).9 indexed citations
Ladd, Charles C., et al.. (1988). EXPERIENCE WITH WICK DRAINS IN HIGHWAY CONSTRUCTION OVER SOFT CLAY--STORZ EXPRESSWAY, OMAHA, NEBRASKA. Transportation Research Record Journal of the Transportation Research Board.1 indexed citations
9.
Jamiolkowski, Michele, Charles C. Ladd, John T. Germaine, & Renato Lancellotta. (1985). NEW DEVELOPMENTS IN FIELD AND LABORATORY TESTING OF SOILS. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985. Publication of: Balkema (AA).71 indexed citations
Ting, John M., Robert T. Martin, & Charles C. Ladd. (1983). Mechanisms of Strength for Frozen Sand. Journal of Geotechnical Engineering. 109(10). 1286–1302.115 indexed citations
12.
Olson, Roy E. & Charles C. Ladd. (1979). One-Dimensional Consolidation Problems. Journal of the Geotechnical Engineering Division. 105(1). 11–30.26 indexed citations
13.
Ladd, Charles C. & Roger Foott. (1977). FOUNDATION DESIGN OF EMBANKMENTS CONSTRUCTED ON VARVED CLAYS. 37(8). 660–6.6 indexed citations
14.
Ladd, Charles C., et al.. (1976). ESTIMATING IN SITU MAXIMUM PAST (PRECONSOLIDATION) PRESSURE OF SATURATED CLAYS FROM RESULTS OF LABORATORY CONSOLIDOMETER TESTS. Special report - Transportation Research Board, National Research Council.9 indexed citations
15.
Ladd, Charles C. & Roger Foott. (1974). New design procedure for stability of soft clays. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 11(11). A220–A220.45 indexed citations
16.
Ladd, Charles C., et al.. (1973). Performance of Embankments with Sand Drains on Sensitive Clay. 211.8 indexed citations
17.
Ladd, Charles C.. (1973). Test Embankment on Sensitive Clay. 101.23 indexed citations
18.
Ladd, Charles C.. (1963). The strength of undisturbed clay determined from undrained test, Laboratory Shear Testing of Soils. 361. 342–371.2 indexed citations
19.
Ladd, Charles C., et al.. (1960). RECENT SOIL-LIME RESEARCH AT THE MASSACHUSETTS INSTITUTE OF TECHNOLOGY. Highway research record.14 indexed citations
20.
Ladd, Charles C.. (1960). MECHANISMS OF SWELLING BY COMPACTED CLAY. Highway research record.16 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.