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Results: 1-10 |
Results: 10
REQUIREMENTS FOR ACCURATE QUANTIFICATION OF SELF-AFFINE ROUGHNESS USING THE VARIOGRAM METHOD
Authors: KULATILAKE PHSW UM J PAN G
Citation: Phsw. Kulatilake et al., REQUIREMENTS FOR ACCURATE QUANTIFICATION OF SELF-AFFINE ROUGHNESS USING THE VARIOGRAM METHOD, International journal of solids and structures, 35(31-32), 1998, pp. 4167-4189
ACCURACY OF THE SPECTRAL METHOD IN ESTIMATING FRACTAL SPECTRAL PARAMETERS FOR SELF-AFFINE ROUGHNESS PROFILES/
Authors: SHIRONO T KULATILAKE PHSW
Citation: T. Shirono et Phsw. Kulatilake, ACCURACY OF THE SPECTRAL METHOD IN ESTIMATING FRACTAL SPECTRAL PARAMETERS FOR SELF-AFFINE ROUGHNESS PROFILES/, International journal of rock mechanics and mining sciences, 34(5), 1997, pp. 789-804
REQUIREMENTS FOR ACCURATE ESTIMATION OF FRACTAL PARAMETERS FOR SELF-AFFINE ROUGHNESS PROFILES USING THE LINE SCALING METHOD
Authors: KULATILAKE PHSW UM J PAN G
Citation: Phsw. Kulatilake et al., REQUIREMENTS FOR ACCURATE ESTIMATION OF FRACTAL PARAMETERS FOR SELF-AFFINE ROUGHNESS PROFILES USING THE LINE SCALING METHOD, Rock mechanics and rock engineering, 30(4), 1997, pp. 181-206
BOX FRACTAL DIMENSION AS A MEASURE OF STATISTICAL HOMOGENEITY OF JOINTED ROCK MASSES
Authors: KULATILAKE PHSW FIEDLER R PANDA BB
Citation: Phsw. Kulatilake et al., BOX FRACTAL DIMENSION AS A MEASURE OF STATISTICAL HOMOGENEITY OF JOINTED ROCK MASSES, Engineering geology, 48(3-4), 1997, pp. 217-229
DISCONTINUITY GEOMETRY CHARACTERIZATION IN A TUNNEL CLOSE TO THE PROPOSED PERMANENT SHIPLOCK AREA OF THE 3 GORGES DAM SITE IN CHINA
Authors: KULATILAKE PHSW CHEN J TENG J SHUFANG X PAN G
Citation: Phsw. Kulatilake et al., DISCONTINUITY GEOMETRY CHARACTERIZATION IN A TUNNEL CLOSE TO THE PROPOSED PERMANENT SHIPLOCK AREA OF THE 3 GORGES DAM SITE IN CHINA, International journal of rock mechanics and mining sciences & geomechanics abstracts, 33(3), 1996, pp. 255-277
SPECTRAL-BASED PEAK-SHEAR-STRENGTH CRITERION FOR ROCK JOINTS
Authors: KULATILAKE PHSW SHOU G HUANG TH
Citation: Phsw. Kulatilake et al., SPECTRAL-BASED PEAK-SHEAR-STRENGTH CRITERION FOR ROCK JOINTS, Journal of geotechnical engineering, 121(11), 1995, pp. 789-796
NEW PEAK SHEAR-STRENGTH CRITERIA FOR ANISOTROPIC ROCK JOINTS
Authors: KULATILAKE PHSW SHOU G HUANG TH MORGAN RM
Citation: Phsw. Kulatilake et al., NEW PEAK SHEAR-STRENGTH CRITERIA FOR ANISOTROPIC ROCK JOINTS, International journal of rock mechanics and mining sciences & geomechanics abstracts, 32(7), 1995, pp. 673-697
EFFECTS OF FINITE-SIZE JOINTS ON THE DEFORMABILITY OF JOINTED ROCK ATTHE 2-DIMENSIONAL LEVEL
Authors: KULATILAKE PHSW UCPIRTI H STEPHANSSON O
Citation: Phsw. Kulatilake et al., EFFECTS OF FINITE-SIZE JOINTS ON THE DEFORMABILITY OF JOINTED ROCK ATTHE 2-DIMENSIONAL LEVEL, Canadian geotechnical journal, 31(3), 1994, pp. 364-374
EFFECT OF FINITE-SIZE JOINTS ON THE DEFORMABILITY OF JOINTED ROCK IN 3-DIMENSIONS
Authors: KULATILAKE PHSW WANG S STEPHANSSON O
Citation: Phsw. Kulatilake et al., EFFECT OF FINITE-SIZE JOINTS ON THE DEFORMABILITY OF JOINTED ROCK IN 3-DIMENSIONS, International journal of rock mechanics and mining sciences & geomechanics abstracts, 30(5), 1993, pp. 479-501
JOINT NETWORK MODELING WITH A VALIDATION EXERCISE IN STRIPA MINE, SWEDEN
Authors: KULATILAKE PHSW WATHUGALA DN STEPHANSSON O
Citation: Phsw. Kulatilake et al., JOINT NETWORK MODELING WITH A VALIDATION EXERCISE IN STRIPA MINE, SWEDEN, International journal of rock mechanics and mining sciences & geomechanics abstracts, 30(5), 1993, pp. 503-526
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