Download or read book Shear Strength Characteristics of Bangkok Clay in the Weathered Zone under K0 Anisotropic Consolidation written by Gulachol Chartri and published by . This book was released on 1971 with total page 280 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Shear Strength Characteristices of Bangkok Clay in the Weathered Zone under K0 Anisotropic Consolidation written by C. Gulachol and published by . This book was released on 1979 with total page 140 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Shear Strength Characteristics of Bangkok Clay in the Weathered Zone written by Manoon Arayasiri and published by . This book was released on 1970 with total page 310 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Shear Strength of the Stiff Bangkok Clay Under Anisotropic Consolidation written by Bashīr Aḥmad and published by . This book was released on 1970 with total page 250 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Geotechnical Abstracts written by and published by . This book was released on 1986 with total page 862 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Strength and Deformation Behavior of Soft Bangkok Clay written by TH. Seah and published by . This book was released on 2003 with total page 11 pages. Available in PDF, EPUB and Kindle. Book excerpt: The influence of stress history and stress state during consolidation and shearing were studied experimentally under undrained triaxial compression and extension modes, by using the Recompression and SHANSEP techniques. In the SHANSEP tests, the samples were consolidated to a vertical consolidation stress of about 1.5 to 2 times of the preconsolidation pressure under Ko consolidation condition, followed by swelling to required overconsolidation ratio before subjecting to undrained shear. Whereas in the Recompression technique, the samples were directly consolidation to in situ effective stress before undrained shearing, the volumetric strains of the reconsolidation were less than 2%, indicating relatively reasonable sampling quality. From the undrained shear results, the Recompression tests give higher undrained shear strength than estimated from SHANSEP tests by about 28%, indicating that some destructuring of soil structure may have occurred in the SHANSEP tests due to large vertical deformation during consolidation. Consequently, the undrained shear strength and the undrained modulus obtained from the SHANSEP tests were much lower.
Download or read book Shear Strength Characteristics of the Stiff Bangkok Clay written by Diti Hengchaovanich and published by . This book was released on 1970 with total page 250 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Anisotropic Consolidation Behavior of Soft Bangkok Clay written by TH. Seah and published by . This book was released on 2003 with total page 11 pages. Available in PDF, EPUB and Kindle. Book excerpt: The anisotropic consolidation behavior of soft Bangkok clay is investigated by means of constant rate of strain consolidation tests with vertical and radial drainage conditions. Conventional oedometer tests were performed to verify the results of constant rate of strain consolidation tests in the vertical flow condition. Better-defined compression curves were obtained from the CRS tests, resulting in better estimation of preconsolidation pressure. A new method of determining the preconsolidation pressure based on the pore pressure ratio gave values close to those obtained from the Casagrande construction of compression curves. The results of CRS tests under different drainage conditions indicated that soft Bangkok clay is slightly anisotropic, with the ratio of coefficients of consolidation and permeability in the horizontal to vertical directions of about unity at in-situ stress. The difference increases with increasing stress due to stress-induced anisotropy of the soil.
Download or read book Anisotropy of Strength Characteristics of Bangkok Clay written by Mohammad Aslam Qureshi and published by . This book was released on 1973 with total page 306 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Investigation of the Consolidation and Shear Strength Characteristics of Two Clay Minerals written by Murl Harry Webster and published by . This book was released on 1959 with total page 116 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Catalog of the United States Geological Survey Library written by U.S. Geological Survey Library and published by . This book was released on 1976 with total page 764 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Catalog of the United States Geological Survey Library written by and published by . This book was released on 1974 with total page 782 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book An Experimental Investigation of the Consolidation and Shear Strength Characteristics of a Seattle Clay written by Garry H. Squires and published by . This book was released on 1985 with total page 254 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Library of Congress Catalogs written by Library of Congress and published by . This book was released on 1976 with total page 652 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Monographic Series written by Library of Congress and published by . This book was released on with total page 760 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Undrained Shear Behavior of a Marine Clay written by DC. Koutsoftas and published by . This book was released on 1981 with total page 23 pages. Available in PDF, EPUB and Kindle. Book excerpt: A comprehensive series of undrained shear tests were performed on a lean sensitive marine clay in both the normally consolidated and overconsolidated state. The types of tests performed included triaxial compression and extension and direct simple shear tests on K0-consolidated specimens. It was found that the clay is highly anisotropic with respect to its undrained shear strength and its stress-strain characteristics. Undrained shear strengths from compression tests were 1.7 to 1.8 times greater than from extension tests. Undrained strengths from direct simple shear tests were somewhat higher than the strengths from extension tests. Similar anisotropic behavior was also observed for undrained moduli. Failure strains were found to be influenced by the stress system during consolidation and the mode of shear. K0-consolidated specimens sheared in compression failed at extremely low strains and showed significant strain softening. The importance of these observations as they may relate to problems of undrained stability is discussed.
Download or read book Strength Behavior of Soft Bangkok Clay During Undrained Shear written by Za-Chieh Moh and published by . This book was released on 1968 with total page 308 pages. Available in PDF, EPUB and Kindle. Book excerpt:
