Gholamreza Mesri
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Computer Science
Gholamreza Mesri's Degrees
- PhD Computer Science Stanford University
- Masters Computer Science Stanford University
- Bachelors Computer Science Stanford University
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Why Is Gholamreza Mesri Influential?
(Suggest an Edit or Addition)According to Wikipedia, Gholamreza Mesri is a geotechnical engineering researcher, professor, and consultant. He currently lectures at the University of Illinois at Urbana–Champaign. Mesri emigrated from Iran to the United States in 1960. He attended the University of Illinois at Urbana–Champaign where he earned his B.S. M.S. and PhD. , all in civil engineering. His research areas include consolidation and construction methods. He has worked extensively in Mexico City both on the Mexico City Metropolitan Cathedral and the new airport. He has also investigated the causes of the settlement of Kansai International Airport
Gholamreza Mesri's Published Works
Number of citations in a given year to any of this author's works
Total number of citations to an author for the works they published in a given year. This highlights publication of the most important work(s) by the author
Published Works
- Soil mechanics in engineering practice (1948) (4252)
- The coefficient of earth pressure at rest (1993) (665)
- Time and Stress-Compressibility Interrelationship (1977) (464)
- Mechanisms Controlling the Permeability of Clays (1971) (462)
- Engineering Properties of Fibrous Peats (2007) (308)
- Cα/Cc Concept and K0 During Secondary Compression (1987) (266)
- NEW DESIGN PROCEDURE FOR STABILITY OF SOFT CLAYS (1975) (264)
- Postdensification Penetration Resistance of Clean Sands (1990) (223)
- Secondary compression of peat with or without surcharging (1997) (198)
- Compression of granular materials. (2009) (184)
- COEFFICIENT OF SECONDARY COMPRESSION (1974) (182)
- Settlement analysis of embankments on soft clays (1985) (178)
- Consolidation Characteristics of Montmorillonite (1971) (172)
- Residual shear strength mobilized in first-time slope failures (2003) (157)
- Composition and compressibility of typical samples of Mexico City clay (1975) (152)
- Residual shear strength of clays and shales (1986) (142)
- MECHANISMS CONTROLLING COMPRESSIBILITY OF CLAYS (1970) (141)
- Closure of "Undrained Shear Strength of Liquefied Sands for Stability Analysis" (1992) (138)
- Theory of consolidation of clays (1974) (131)
- Settlement of Embankments on Soft Clays (1994) (129)
- Shear Strength of Montmorillonite (1970) (116)
- Shear stress-strain-time behaviour of clays (1981) (116)
- A reevaluation of using laboratory shear tests (1989) (107)
- Viscous–elastic–plastic modelling of one-dimensional time-dependent behaviour of clays: Discussion (1990) (95)
- 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 (1985) (87)
- Ground Improvement Using Vacuum Loading Together with Vertical Drains (2012) (72)
- Cohesion Intercept in Effective Stress‐Stability Analysis (1993) (64)
- Primary Compression and Secondary Compression (2003) (61)
- THE RATE OF SWELLING OF OVERCONSOLIDATED CLAYS SUBJECTED TO UNLOADING (1978) (55)
- Coefficient of Consolidation by Inflection Point Method (1999) (53)
- Pore-pressure response in rock to undrained change in all-round stress (1976) (51)
- Shear strength mobilized in undrained failure of soft clay and silt deposits (2007) (49)
- Settlement of the Kansai International Airport Islands (2015) (40)
- Residual Shear Strength Measured by Laboratory Tests and Mobilized in Landslides (2012) (35)
- Coefficient of earth pressure at rest for sands subjected to vibration (2007) (33)
- Behaviour of a sensitive marine sediment: microstructural investigation (2013) (33)
- Compaction-induced earth pressures under Ko-conditions (1987) (32)
- Mechanical properties of a carbonate sand from a dredged hydraulic fill (2017) (30)
- Undrained shear strength of soft clays from push cone penetration test (2001) (29)
- Closure of "Time and Stress-Compressibility Interrelationship" (1979) (28)
- One-Dimensional Consolidation of a Clay Layer with Impeded Drainage Boundaries (1973) (27)
- THE EFFECT OF TIME-DEPENDENT PROPERTIES OF ALTERED ROCK ON TUNNEL SUPPORT REQUIREMENTS (1973) (24)
- Maturing of contacts and ageing of silica sand (2017) (21)
- Soil-foundation modelling in laterally loaded historical towers (2014) (20)
- Cα/Cc concept applied to compression of peat. Closure (1994) (19)
- a reevaluation of Su(rnob) = 0.22~; using laboratory shear tests (1989) (18)
- EFFECTS OF FRICTION AND THICKNESS ON LONG-TERM CONSOLIDATION BEHAVIOR OF OSAKA BAY CLAYS (2009) (18)
- Undrained shear strength of a glacial clay overconsolidated by desiccation (1999) (17)
- Yield strength and critical strength of liquefiable sands in sloping ground (2007) (16)
- Meaning, measurement and field application of swelling pressure of clay shales (1994) (14)
- Compressibility Characteristics of Shales Measured by Laboratory and In Situ Tests (1970) (11)
- Discussion: Time-related increases in the shaft capacities of driven piles in sand (2001) (11)
- Closure to “Secondary Compression” by G. Mesri and B. Vardhanabhuti (2006) (11)
- Settlement of Test Fills for Chek Lap Kok Airport (1994) (10)
- Postconstruction settlement of an expressway built on peat by precompression: Discussion (1986) (10)
- Discussion of “Correlations for undrained shear strength of Finnish soft clays” (2017) (9)
- Discussion of “New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata” (2019) (9)
- Vacuum distribution with depth in vertical drains and soil during preloading (2014) (8)
- Engineering properties of montmorillonite. (1969) (8)
- Discussion of “ Permeability and Consolidation of Normally Consolidated Soils ” by A. Mahinda Samarasinghe, Yang H. Huang, and Vincent P. Drnevich (June, 1982) (1983) (8)
- The Asaoka method revisited (2009) (8)
- A new method of measuring plastic limit of fine materials V. SIVAKUMAR, D. GLYNN, P. CAIRNS and J. A. BLACK (2009). Géotechnique 59 , No. 10, pp. 813–823 (2011) (7)
- Surcharging of soft ground to reduce secondary settlement (2017) (7)
- Viscous behaviour of soil under oedometric conditions: Discussion (1997) (6)
- Engineering Properties of a Pennsylvania Shale (1972) (6)
- Constant rate of strain consolidation testing of soft clays and fibrous peats (2019) (6)
- Discussion of "Cyclic tests on high-quality undisturbed block samples of soft marine Norwegian clay" 1 (2013) (5)
- The behaviour of embankments on clay foundations: Discussion (1981) (5)
- Uncertainty of Mobilized Undrained Shear Strength (1992) (5)
- COEFFICIENT OF CONSOLIDATION BY INFLECTION POINT METHOD. TECHNICAL NOTE (1999) (5)
- INDEPENDENCE OF GEOSTATIC STRESS FROM OVERCONSOLIDATION IN SOME BEAUFORT SEA CLAYS: DISCUSSION (1988) (5)
- INFLUENCE OF TESTING CONDITIONS ON CREEP BEHAVIOR OF CLAY (1974) (4)
- Discussion: Shear-stress-strain time behaviour of clays (1982) (4)
- UNDRAINED SHEAR STRENGTH OF LIQUEFIED SANDS FOR STABILITY ANALYSIS. DISCUSSION AND CLOSURE (1994) (4)
- The coefficient of earth pressure at rest: Reply (1994) (4)
- Consolidation of soils (2014) (4)
- Closure of "Settlement Analysis of Embankments on Soft Clays" (1987) (4)
- A REEVALUATION OF S SUB U(MOB) EQUALS 0.22 SIGMA SUB P USING LABORATORY SHEAR TESTS (1989) (3)
- Reassessment of Isotaches Compression Concept and Isotaches Consolidation Models (2018) (3)
- Discussion of “Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading” (2015) (3)
- Closure to “Residual Shear Strength Mobilized in First-Time Slope Failures” by G. Mesri and M. Shahien (2004) (3)
- Discussion: Theoretical investigation of the time-dependent behaviour of rockfill (2007) (3)
- Discussion of “Field study of pile – prefabricated vertical drain (PVD) interaction in soft clay” (2021) (3)
- Influence of pore water pressure on the engineering properties of intact rock (1974) (2)
- Seismically induced settlement of ground experiencing undrained shaking and laterally constrained compression (2019) (2)
- Closure to “Secondary Compression of Peat with or Without Surcharging” by G. Mesri, T. D. Stark, M. A. Ajlouni, and C. S. Chen (1999) (2)
- Hydraulic fracturing in embankment dams (1988) (2)
- Long-term consolidation behavior interpreted with isotache concept for worldwide clays: By Watabe, Y., Udaka, K., Nakatani, Y., Leroueil, S., 2012. Soils and Foundations 52 (3), 449–464 (2013) (2)
- Residual shear strength mobilized in Red River slope failures (2004) (2)
- Discussion of “Multivariate distribution for undrained shear strengths under various test procedures” (2014) (2)
- Discussions and Closure: Secondary Compression of Peat with or Without Surcharging (1999) (2)
- Discussion of "Capillary-based effective stress formulation for predicting shear strength of unsaturated soils" (2016) (2)
- Closure to “Cohesion Intercept in Effective Stress‐Stability Analysis” by G. Mesri and M. E. M. Abdel-Ghaffar (1995) (2)
- CEOFFICIENT OF SECONDARY COMPRESSION (DISCUSSION) (1973) (2)
- Closure to “Settlement of the Kansai International Airport Islands” by G. Mesri and J. R. Funk (2016) (2)
- Discussion of "Estimation Earth Pressures Due to Compaction" (1993) (2)
- Obituary: Ralph B. Peck, 1912–2008 (2009) (1)
- Discussion of Undrained Shear Strength of Liquefied Sands for Stability Analysis by Timothy D. Stark and Gholamreza Mesri (1994) (1)
- Handbook of soil mechanics, 1. Soil physics: A. Kezdi. Elsevier, Amsterdam, 1974, 294 pp., Dfl. 74.— (1975) (1)
- DYNAMIC PROPERTIES OF SOFT CLAY FOR WIDE STRAIN RANGE (1983) (1)
- Discussion of "D. W. Taylor and the Foundations of Modern Soil Mechanics" by John T. Christian and Gregory B. Baecher (2015) (1)
- Closure of "C\dα\N/C\dc Concept and K\do During Secondary Compression" (1989) (1)
- COHESION INTERCEPT IN EFFECTIVE STRESS-STABILITY ANALYSIS. DISCUSSION AND CLOSURE (1995) (1)
- Discussion of “Experimental and DEM Examinations of K0 in Sand under Different Loading Conditions” by Y. Gao and Y. H. Wang (2015) (1)
- Permeability of Clay Shales: ABSTRACT (1982) (1)
- MACRO-ELEMENT APPROACH FOR TOPOLOGY OPTIMIZATION OF TRUSSES USING A GROUND STRUCTURE METHOD BY XIAOJIA(SHELLY) ZHANG THESIS (2014) (1)
- Geotechnical characterisation and engineering properties of Burswood clay. H. E. LOW, M. LANDON MAYNARD, M. F. RANDOLPH and D. J. DeGROOT (2011). Géotechnique 61, No. 7, 575–591 (2012) (1)
- A METHOD FOR ESTIMATING THE CONSOLIDATION OF A NORMALLY CONSOLIDATED CLAY OF SOME AGE (1981) (1)
- Preconsolidation versus aging behavior of kaolinite clay (1994) (1)
- Assessment of Ko correlation to strength for granular materials by Junhwan Lee, Tae Sup Yun, Dongyeol Lee, Junghwoon Lee, Soils and Foundations 2013; 53(4):584–595 (2014) (1)
- Increase in Shear Strength Due to Vacuum Preloading (2011) (1)
- Discussion of “Predicting the Onset of Static Liquefaction of Loose Sand with Fines” by Rahman Md. Mizanur and S. R. Lo (2013) (1)
- Excess porewater pressures during secondary compression (2005) (1)
- Symposium - Ralph B. Peck: Special Lecture 3 (2013) (0)
- Coefficient of Consolidation by Inflection Point Method (closure) (2000) (0)
- Discussion on “The inter-particle coefficient of friction at the contacts of Leighton Buzzard sand quartz mineralogy” by Kostas Senetakis, Matthew R. Coop, M. Cristina Todisco, Soils and Foundations 53 (5) (2013) 746–755 (2016) (0)
- Discussion: The rate of swelling of overconsolidated clays subjected to unloading (1980) (0)
- Properties and behaviour of Hong Kong marine deposits with different clay contents: Discussion (2000) (0)
- New stability method for embankments on clay foundations: Discussion (1984) (0)
- Lime remediation of reactivated landslides (2013) (0)
- Prediction of Settlement of Footings on Sand (1994) (0)
- Discussion of “Stress History–Dependent Secondary Compression of San Francisco Bay Region Old Bay Clays” by Nathaniel Wagner, Micaela Largent, Jonathan P. Stewart, Christine Beyzaei, Debra Murphy, Jeremy Butkovitch, and John A. Egan (2022) (0)
- Discussion: Shear Strength of Montmorillonite (1971) (0)
- Importance of sedimentation process for formation of microfabric in clay deposit by Yaichi Watabe and Kunio Saitoh, Soils and Foundations 2015; 55(2): 276–283 (2016) (0)
- C SUB ALPHA/C SUB C (SECONDARY COMPRESSION INDEX/COMPRESSION INDEX) CONCEPT AND K SUB 0 (COEFFICIENT OF EARTH PRESSURE AT REST) DURING SECONDARY COMPRESSION (1987) (0)
- Evaluation of specific surface area of bentonite-engineered barriers for Kozeny-Carman law by I. Kobayashi, H. Owada, T. Ishi, and A. Iizuka, Soils and Foundation 2017; 57(5): 683–697 (2018) (0)
- Discussion of "influence of sample disturbance on estimated side resistance of driven piles in Cohesive soils" by Steven R. Saye, Alan J. Lutenegger, Dan A. Brown, and Bryan P. Kumm (2017) (0)
- Discussion of "Peak shear strength and dilatancy of a pleistocene age sand" by Michael P. Esposito III and Ronald D. Andrus (2018) (0)
- Discussion of “Evaluation of installation effects on set-up of field displacement piles in sand” (2021) (0)
- Discussion of “Residual and Postliquefaction Strength of a Liquefiable Sand” by Mandar Dewoolkar, Jay Hargy, Ian Anderson, Pedro de Alba, and Scott M. Olson (2017) (0)
- Closure to “Residual Shear Strength Measured by Laboratory Tests and Mobilized in Landslides” by Gholamreza Mesri and Nejan Huvaj-Sarihan (2013) (0)
- Practical Geotechnical Engineering (2020) (0)
- Ralph B. Peck, 1912 – 2008 (2013) (0)
- Closure to “Coefficient of Consolidation by Inflection Point Method” by G. Mesri, T. W. Feng, and M. Shahien (2000) (0)
- Closure of "Coefficient of Secondary Compression" (1974) (0)
- Discussion of "Viscous behaviour of St-Roch-de-l'Achigan clay, Quebec" (2005) (0)
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