DrSaradaSarma

PAPASTAMATIOU D, SARMA SK, 1988, PHYSICAL CONSTRAINTS IN ENGINEERING SEISMIC HAZARD ANALYSIS, EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, Vol: 16, Pages: 967-984, ISSN: 0098-8847

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• Citations: 2

MORRISON IM, SARMA SK, 1988, A NOTE ON THE STABILITY ANALYSIS OF SLOPES, GEOTECHNIQUE, Vol: 38, Pages: 157-159, ISSN: 0016-8505

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• Citations: 2

SARMA SK, 1987, CORRECTION, EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, Vol: 15, Pages: 660-660, ISSN: 0098-8847

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SARMA SK, 1987, A NOTE ON THE STABILITY ANALYSIS OF SLOPES, GEOTECHNIQUE, Vol: 37, Pages: 107-111, ISSN: 0016-8505

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• Citations: 12

SARMA SK, YANG KS, 1987, AN EVALUATION OF STRONG MOTION RECORDS AND A NEW PARAMETER-A95, EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, Vol: 15, Pages: 119-132, ISSN: 0098-8847

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• Citations: 72

SARMA SK, BARBOSA MR, 1985, SEISMIC STABILITY ANALYSES FOR ROCKFILL DAMS WITH CENTRAL CLAY CORES, GEOTECHNIQUE, Vol: 35, Pages: 319-328, ISSN: 0016-8505

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• Citations: 4

HUTCHINSON JN, SARMA SK, CHEN RH, CHAMEAU JLet al., 1985, 3-DIMENSIONAL LIMIT EQUILIBRIUM-ANALYSIS OF SLOPES - DISCUSSION, GEOTECHNIQUE, Vol: 35, Pages: 215-216, ISSN: 0016-8505

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• Citations: 32

SARMA SK, 1984, SEISMIC DISPLACEMENT ANALYSIS OF EARTH DAMS - CLOSURE, JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, Vol: 110, Pages: 809-809, ISSN: 0733-9410

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TSATSANIFOS CP, SARMA SK, 1982, PORE PRESSURE RISE DURING CYCLIC LOADING OF SANDS, JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, Vol: 108, Pages: 315-319, ISSN: 0093-6405

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• Citations: 2

SARMA SK, 1981, SEISMIC DISPLACEMENT ANALYSIS OF EARTH DAMS, JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, Vol: 107, Pages: 1735-1739, ISSN: 0093-6405

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• Citations: 26

SARMA SK, 1981, STABILITY ANALYSIS OF EMBANKMENTS AND SLOPES, JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, Vol: 107, Pages: 697-698, ISSN: 0093-6405

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• Citations: 1

Sarma SK, Jennings DN, 1980, A dynamic pore pressure parameter A<inf>n</inf>., Soils under cyclic and transient loading, volume 1. Proc. International symposium, Swansea 7-11 Jan. 1980, Pages: 295-298

The parameter An is investigated to determine whether or not there is some relatively simple mathematical expression which will define its numerical value. The square root of An is linearly related to the logarithm of the number of the loading cycle. The will greatly reduce the problems associated with incremental pore pressure problems. -from Authors

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• Citations: 2

SARMA SK, 1979, STABILITY ANALYSIS OF EMBANKMENTS AND SLOPES, JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, Vol: 105, Pages: 1511-1524, ISSN: 0093-6405

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• Citations: 222

LANE RGT, LONG RE, SARMA SK, COCHRANE NJet al., 1976, DESIGN OF DAMS FOR EARTHQUAKE, PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 1-DESIGN AND CONSTRUCTION, Vol: 60, Pages: 755-756, ISSN: 0307-8353

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SARMA SK, 1975, SEISMIC STABILITY OF EARTH DAMS AND EMBANKMENTS, GEOTECHNIQUE, Vol: 25, Pages: 743-761, ISSN: 0016-8505

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• Citations: 176

SARMA SK, BHAVE MV, 1974, CRITICAL ACCELERATION VERSUS STATIC FACTOR OF SAFETY IN STABILITY ANALYSIS OF EARTH DAMS AND EMBANKMENTS, GEOTECHNIQUE, Vol: 24, Pages: 661-665, ISSN: 0016-8505

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• Citations: 23

SARMA SK, 1973, STABILITY ANALYSIS OF EMBANKMENTS AND SLOPES, GEOTECHNIQUE, Vol: 23, Pages: 423-433, ISSN: 0016-8505

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• Citations: 235

SARMA SK, 1972, NOTE ON STABILITY ANALYSIS OF EARTH DAMS, GEOTECHNIQUE, Vol: 22, Pages: 164-&, ISSN: 0016-8505

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• Citations: 8

SARMA SK, 1971, ENERGY FLUX OF STRONG EARTHQUAKES, TECTONOPHYSICS, Vol: 11, Pages: 159-&, ISSN: 0040-1951

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• Citations: 34