Deformation Characteristics of Geomaterials / Comportement Des Sols Et Des Roches TendresH. Di Benedetto, T. Doanh, H. Geoffroy, C. Sauzeat The main themes of this conference are experimental investigations into deformation properties - from very small strains to beyond failure, laboratory, in-situ and field observation interpretations, and behaviour characterization and modelling. Emphasis is placed on exploring recent investigations into time-related stresses, and on applying advanced geotechnical testing to real engineering problems. |
Contents
III | 3 |
IV | 13 |
V | 21 |
VI | 31 |
VII | 37 |
VIII | 43 |
IX | 49 |
X | 57 |
XCVIII | 737 |
XCIX | 743 |
C | 751 |
CI | 757 |
CII | 767 |
CIII | 773 |
CIV | 779 |
CV | 785 |
XI | 63 |
XII | 73 |
XIII | 81 |
XIV | 89 |
XVII | 97 |
XVIII | 105 |
XIX | 113 |
XX | 119 |
XXI | 127 |
XXII | 133 |
XXIII | 139 |
XXIV | 141 |
XXV | 151 |
XXVI | 159 |
XXVII | 169 |
XXVIII | 179 |
XXIX | 187 |
XXX | 195 |
XXXI | 203 |
XXXII | 211 |
XXXIII | 221 |
XXXIV | 231 |
XXXV | 239 |
XXXVI | 247 |
XXXVII | 257 |
XXXVIII | 267 |
XXXIX | 275 |
XL | 285 |
XLI | 293 |
XLII | 299 |
XLIII | 305 |
XLIV | 313 |
XLV | 321 |
XLVI | 329 |
XLVII | 337 |
XLVIII | 345 |
XLIX | 353 |
L | 365 |
LI | 375 |
LII | 381 |
LIII | 387 |
LIV | 393 |
LV | 401 |
LVI | 409 |
LVII | 415 |
LVIII | 421 |
LIX | 423 |
LX | 431 |
LXI | 437 |
LXII | 443 |
LXIII | 451 |
LXIV | 461 |
LXV | 465 |
LXVI | 475 |
LXVII | 479 |
LXVIII | 489 |
LXIX | 497 |
LXX | 505 |
LXXI | 511 |
LXXII | 519 |
LXXIII | 527 |
LXXIV | 535 |
LXXV | 545 |
LXXVI | 551 |
LXXVII | 559 |
LXXVIII | 569 |
LXXIX | 579 |
LXXX | 589 |
LXXXI | 597 |
LXXXII | 607 |
LXXXIII | 617 |
LXXXIV | 627 |
LXXXV | 637 |
LXXXVI | 645 |
LXXXVII | 655 |
LXXXVIII | 663 |
LXXXIX | 669 |
XC | 677 |
XCI | 683 |
XCII | 695 |
XCIII | 701 |
XCIV | 707 |
XCV | 715 |
XCVI | 721 |
XCVII | 729 |
CVI | 791 |
CVII | 793 |
CVIII | 799 |
CIX | 809 |
CX | 817 |
CXI | 825 |
CXII | 833 |
CXIII | 841 |
CXIV | 849 |
CXV | 857 |
CXVI | 863 |
CXVII | 873 |
CXVIII | 883 |
CXIX | 889 |
CXX | 897 |
CXXI | 905 |
CXXII | 913 |
CXXIII | 921 |
CXXIV | 929 |
CXXV | 937 |
CXXVI | 945 |
CXXVII | 953 |
CXXVIII | 961 |
CXXIX | 967 |
CXXX | 973 |
CXXXI | 981 |
CXXXII | 989 |
CXXXIII | 995 |
CXXXIV | 999 |
CXXXVI | 1001 |
CXXXVII | 1007 |
CXXXVIII | 1017 |
CXXXIX | 1025 |
CXL | 1033 |
CXLI | 1041 |
CXLII | 1049 |
CXLIII | 1055 |
CXLIV | 1061 |
CXLV | 1069 |
CXLVI | 1077 |
CXLVII | 1085 |
CXLVIII | 1093 |
CXLIX | 1101 |
CL | 1109 |
CLI | 1117 |
CLII | 1125 |
CLIII | 1133 |
CLIV | 1143 |
CLV | 1153 |
CLVI | 1159 |
CLVII | 1165 |
CLVIII | 1173 |
CLIX | 1181 |
CLX | 1189 |
CLXI | 1199 |
CLXII | 1209 |
CLXIII | 1217 |
CLXIV | 1225 |
CLXV | 1231 |
CLXVI | 1239 |
CLXVII | 1247 |
CLXVIII | 1255 |
CLXIX | 1261 |
CLXX | 1267 |
CLXXI | 1275 |
CLXXIV | 1277 |
CLXXV | 1285 |
CLXXVI | 1291 |
CLXXVII | 1297 |
CLXXVIII | 1301 |
CLXXIX | 1309 |
CLXXX | 1317 |
CLXXXI | 1323 |
CLXXXII | 1333 |
CLXXXIII | 1343 |
CLXXXIV | 1351 |
CLXXXV | 1361 |
CLXXXVI | 1371 |
CLXXXVII | 1379 |
CLXXXVIII | 1387 |
CLXXXIX | 1393 |
CXC | 1397 |
CXCI | 1409 |
CXCII | 1415 |
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Common terms and phrases
amplitude anisotropy axial strain bender elements Benedetto cement cement-mixed Characteristics of Geomaterials Chiba gravel clay coefficient compacted compression tests confining pressure consolidation creep loading cyclic loading damping ratio decrease Deformation Characteristics dense deviator stress deviatoric diameter dilatancy displacement drained effective stress elastic equation evaluated experimental failure frequency friction angle g/cm³ Geotechnical Engineering Géotechnique Gmax horizontal Hostun in-situ increase initial isotropic laboratory layer measured normal obtained oedometer oedometer tests parameters particle Poisson's ratio pore pressure Proc properties q kPa reconstituted relationship sample shear band shear modulus shear strain shear strength shear stress shear tests shear wave shown in Figure shows simulation small strain Soils and Foundations specimen stiffness strain rate stress level stress path stress ratio stress-strain curve surface Tatsuoka test results tion Toyoura Toyoura sand triaxial compression triaxial tests undisturbed undrained values viscous void ratio volumetric strain water content yield Young's modulus