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API SPEC 7-1: Rotary Drill Stem Elements

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342

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API SPEC 7-1: Rotary Drill Stem Elements: Errata 2

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ISO 5267-2:2025 Pulps – Determination of drainability – Part 2: “Canadian Standard” freeness method

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182

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MSS SP-106-2025: Cast Copper Alloy Flanges and Flanged Fittings: Class 125, 150, and 300

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API 5L8: Field Inspection of New Line Pipe

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API RP 13B-2: Field Testing Oil-based Drilling Fluids

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API RP 13B-2: Field Testing Oil-based Drilling Fluids: Errata 1

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API TR 2WSIM: Weathervaning System Integrity Management

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API 570: Piping Inspection Code: In service Inspection, Rating, Repair, and Alteration of Piping Systems

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ISO 17892:2018

ISO 17892:2018 Geotechnical investigation and testing – Laboratory testing of soil – Part 12: Determination of liquid and plastic limits

CDN $273.00

SKU: 557d3c6d6db1 Categories: , ,

Description

This document specifies methods for the determination of the liquid and plastic limits of a soil. These comprise two of the Atterberg limits for soils.

The liquid limit is the water content at which a soil changes from the liquid to the plastic state.

This document describes the determination of the liquid limit of a specimen of natural soil, or of a specimen of soil from which material larger than about 0,4 mm has been removed. This document describes two methods: the fall cone method and the Casagrande method.

NOTE The fall cone method in this document should not be confused with that of ISO 17892‚Äë6.

The plastic limit of a soil is the water content at which a soil ceases to be plastic when dried further.

The determination of the plastic limit is normally made in conjunction with the determination of the liquid limit. It is recognized that the results of the test are subject to the judgement of the operator, and that some variability in results will occur.

Edition

1

Published Date

2018-06-06

Status

PUBLISHED

Pages

27

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

This document specifies methods for the determination of the liquid and plastic limits of a soil. These comprise two of the Atterberg limits for soils.

The liquid limit is the water content at which a soil changes from the liquid to the plastic state.

This document describes the determination of the liquid limit of a specimen of natural soil, or of a specimen of soil from which material larger than about 0,4 mm has been removed. This document describes two methods: the fall cone method and the Casagrande method.

NOTE The fall cone method in this document should not be confused with that of ISO 17892‚Äë6.

The plastic limit of a soil is the water content at which a soil ceases to be plastic when dried further.

The determination of the plastic limit is normally made in conjunction with the determination of the liquid limit. It is recognized that the results of the test are subject to the judgement of the operator, and that some variability in results will occur.

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