BS-1377 Part 1 to 9 - Geology & Geotechinical Enginering A suitable hammer, according to BS 1377, would have a frequency between 25 and 45 Hz, and a power consumption of 600 to 750 W: it should be in good condition and have been correctly maintained. Bs 1377-4(1990): 1990: methods of test for soils for civil engineering purposes - part 4: compaction-related tests: bs en 837-1: 1998: pressure gauges - part 1: bourdon tube pressure gauges - dimensions, metrology, requirements and testing: bs 733-2(1987): 1987: pyknometers - methods for calibration and use of pyknometers: bs en iso 17892. British standard BS 1377-9:1990 Part 9 - In-situ tests. Free download standard (Pdf file): BS 1377-9-1990 Methods of test for Soils for civil engineering purposes - Part 9 - In-situ tests. To see a list of other BS standards on the document library click here.
Calculation Preview a) Basic equation refer to ASME VIII Div 1: 2010 Edition Append. ASME Section 8 (VIII) Division I Longitudinal,Hoop,Circumferential Strees(Gerilme) Hesaplamaları Thickness(Kalınlık) Hesaplamaları. Pressure Vessel Design-Excel-sheet-basic-designing-non-critical-P.xls - Free download as Excel Spreadsheet (.xls), PDF File (.pdf), Text File (.txt) or read online for free. VESSEL CALCULATION. 112506337-Design-Calculations-for-Pressure-Vessels.xls - Free download as Excel Spreadsheet (.xls), PDF File (.pdf), Text File (.txt) or read online for free.
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This Part of BS 1377 has been prepared under the direction of the Road Engineering Standards Policy Committee. It is part revision of clause 5 of BS 1377 : 1975 which is superceded by amendment. BS 1377 was first published in 1948 and first appeared in metric form in 1975. The standard is in the process of being revised and will comprise nine separate parts. Part 7 of this standard describes methods of test for determining the shear strength parameters of soils in terms of total stresses, or (in the case of drained direct shear tests) in terms of effective stresses which are equal to total stresses. None of these procedures therefore requires measurement of pore water pressure which is covered in part 8 of BS 1377. Shear strength is determined either by measuring the shearing force causing failure (direct shear tests) or by derivation from the measured compressive strength (unconfined or triaxial compression tests), these tests, and the apparatus used are described. Reference is made to Part 1 of the standard for general requirements that are relevant to all Parts. For the abstract for BS 1377 : 1990 Part 1 see IRRD 830334, for BS 1377 : 1990 Part 5 see IRRD 830335.
- Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0580182649
- Corporate Authors: Gowinsoftware predictions ncaa basketball. BRITISH STANDARDS INSTITUTE2 PARK STREET
LONDON, United Kingdom W1A 2BS - Authors:
- -
- Publication Date: 1990
Language
- English
Media Info
- Pagination: 47 p.
- Serial:
- Publisher: BRITISH STANDARDS INSTITUTE
Subject/Index Terms
- TRT Terms: Compression; Measuring instruments; Pore water pressures; Residual soils; Saturated soils; Shear strength; Soil mechanics; Soils; Standards; Strength of materials; Tests; Triaxial shear tests; Vane shear tests; Vanes (Machinery)
- Uncontrolled Terms: Residual; Undrained soils
- Geographic Terms: United Kingdom
- ITRD Terms: 6155: Apparatus (measuring); 5532: Compression; 5762: Pore water pressure; 9069: Residual; 5531: Shear; 4156: Soil; 5755: Soil mechanics; 187: Specification (standard); 5544: Strength (mater); 6255: Test; 5566: Triaxial; 5782: Undrained soil; 8119: United Kingdom; 6158: Vane
- Subject Areas: Geotechnology;
Filing Info
- Accession Number: 00606874
- Record Type: Publication
- Source Agency: Transport and Road Research Laboratory (TRRL)
- ISBN: 0-580-18264-9
- Report/Paper Numbers: BS 1377: Part 7
- Files: ITRD, TRIS
- Created Date: Mar 31 1991 12:00AM
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