Zobrazeno 1 - 10
of 186
pro vyhledávání: '"HJ Pincus"'
Publikováno v:
Geotechnical Testing Journal. 25:221
In the author's introduction to the first edition of this book, published in 1992, he states that the book's main purpose is “. . .to assist the reader in the identification of potentially unstable rock foundations, to demonstrate design methods ap
Publikováno v:
Geotechnical Testing Journal. 19:321
The Institute for Standards Research interlaboratory study of rock properties has provided precision statements for two additional ASTM rock-property test methods, D 5407 (Young's modulus and Poisson's ratio) and D 2664 (ultimate strength), both in c
Publikováno v:
Geotechnical Testing Journal. 19:457
A third round of study of the Interlaboratory Testing Program for Rock Properties (ITP/RP) of the Institute for Standards Research has produced precision measures for the Rock Quality Designation (RQD) index. Eight experienced participants determined
Publikováno v:
Geotechnical Testing Journal. 18:271
A modified rotation shear device was used for measuring interface friction angles between soils and geosynthetics. The device was modified so that a geosynthetic specimen can be attached to the upper platen. A reliable method for cutting and attachin
Publikováno v:
Geotechnical Testing Journal. 18:121
A new method, computerized granulometric analysis in suspension (C-GRAINS), is suggested for the sedimentation analysis of soil particles based on the relation between the specific weight and liquid pressure of a soil suspension. Theoretical aspects
Publikováno v:
Geotechnical Testing Journal. 18:69
A simple shear device named the double specimen direct simple shear (DSDSS) device was designed to investigate static and cyclic properties of soils at small strains, such as cyclic stress-strain loops, maximum shear modulus, Gmax, secant shear modul
Publikováno v:
Geotechnical Testing Journal. 18:315
The present laboratory study investigates the effect of varying the apex angle on cone penetration resistance in clay. In order to reduce the cost associated with the field sampling of large blocks of sensitive clay, an artificially cemented material