BS 1377-6:1990
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
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Methods of test for soils for civil engineering purposes Consolidation and permeability tests in hydraulic cells and with pore pressure measurement
Hardcopy , PDF
29-03-2022
English
15-11-1994
Methods of test using hydraulic one-dimensional consolidation cells and triaxial consolidation cells.
Committee |
B/526/7
|
DevelopmentNote |
Together with BS 1377-1(1990), BS 1377-2(1990), BS 1377-3(1990), BS 1377-4(1990), BS 1377-5(1990), BS 1377-7(1990), BS 1377-8(1990) and BS 1377-9(1990) supersedes BS 1377(1975). (12/2002) Supersedes 89/11040 DC. (06/2005) Reviewed and confirmed by BSI, January 2010. (12/2009)
|
DocumentType |
Standard
|
Pages |
72
|
PublisherName |
British Standards Institution
|
Status |
Withdrawn
|
SupersededBy | |
Supersedes |
This Part of BS1377 specifies methods of test for determination of consolidation and permeability characteristics of saturated soils using apparatus which is more complex than that used for the tests described in Part5. Two types of equipment are used: hydraulically loaded one-dimensional consolidation cell; a triaxial consolidation cell. The most significant capabilities of both types of apparatus are: measurement of pore water pressure; control of drainage; application of back pressure to the specimen. Consolidation or triaxial cells of large diameter enable large specimens to be tested so that some account can be taken of the effects of the soil fabric. These procedures appear for the first time in this standard. Reference should be made to BS1377‑1 for general requirements that are relevant to all Parts of this standard, and for methods of preparation of soil and specimens for testing.
09/30128274 DC : 0 | NA TO BS EN 1997-2 - UK NATIONAL ANNEX TO EUROCODE 7 - GEOTECHNICAL DESIGN - PART 2: GROUND INVESTIGATION AND TESTING |
17/30349707 DC : DRAFT AUG 2017 | BS 5975:2018 - CODE OF PRACTICE FOR TEMPORARY WORKS PROCEDURES AND THE PERMISSIBLE STRESS DESIGN OF FALSEWORK |
BS 1377-1:1990 | Methods of test for soils for civil engineering purposes General requirements and sample preparation |
BS 5975(2008) : 2008 | CODE OF PRACTICE FOR TEMPORARY WORKS PROCEDURES AND THE PERMISSIBLE STRESS DESIGN OF FALSEWORK |
BS 5930:2015+A1:2020 | Code of practice for ground investigations |
BS 8002:1994 | Code of practice for earth retaining structures |
BS 1377-5:1990 | Methods of test for soils for civil engineering purposes Compressibility, permeability and durability tests |
13/30284071 DC : 0 | BS 7533-102 - PAVEMENTS CONSTRUCTED WITH CLAY, NATURAL STONE OR CONCRETE PAVING UNITS - PART 102: CODE OF PRACTICE FOR THE CONSTRUCTION AND MAINTENANCE OF PAVEMENTS USING MODULAR PAVING UNITS |
BS 1377-1:2016 | Methods of test for soils for civil engineering purposes General requirements and sample preparation |
07/30150912 DC : 0 | BS 5975 - CODE OF PRACTICE FOR THE PROCEDURAL CONTROL OF TEMPORARY WORKS AND THE PERMISSIBLE STRESS DESIGN OF FALSEWORK |
BS EN 1997-2 NA : 2007 | UK NATIONAL ANNEX TO EUROCODE 7: GEOTECHNICAL DESIGN - PART 2: GROUND INVESTIGATION AND TESTING |
BS 5975:1996 | Code of practice for falsework |
BS 5930:2015 | Code of practice for ground investigations |
BS 1377-5:1990 | Methods of test for soils for civil engineering purposes Compressibility, permeability and durability tests |
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