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POLYETHYLENE (PE) PIPING SYSTEMS FOR WATER SUPPLY – PART 2: PIPES (FOURTH REVISION)
MS 1058: PART 2:2005, AMD. 1:2011
Status : Amendment 2
Format : PDF

This Malaysian Standard specifies the characteristics of pipes made from polyethylene (PE) intended for the conveyance of water for human consumption, including raw water prior to treatment.

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POLYETHYLENE (PE) PIPING SYSTEMS FOR WATER SUPPLY – PART 1: GENERAL (FOURTH REVISION)
MS 1058: PART 1:2005, AMD. 1:2011
Status : Amendment 1
Format : PDF

This Malaysian Standard specifies the characteristics of pipes made from polyethylene (PE) intended for the conveyance of water for human consumption, including raw water prior to treatment.

....Read more /> It also specifies the test parameters for the test methods referred to in this standard.

In conjunction with other parts of this standard (see Foreword) it is applicable to PE pipes, their joints and to joints with components of PE and other materials intended to be used under the following conditions:
a) a maximum operating pressure, MOP, up to 25 bar 1); and
b) an operating temperature of 20 ?C as a reference temperature.

NOTE. For applications operating at constant temperatures greater than 20 ?C and up to 40 ?C (see Annex B of MS 1058: Part 1).

This Malaysian Standard covers a range of maximum operating pressures and gives requirements concerning colours and additives.

NOTES:
1. It is the responsibility of the purchaser or specifier to make the appropriate selections from these aspects, ta Close

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SPECIFICATION FOR ADJUSTABLE LOUVRE WINDOWS (FIRST REVISION)
MS 1057 : 1995
Status : 1st Revision
Format : PDF

The Malaysian Standard covers the material, performance and dimensional requirements for adjustable louvre windows consist of two types:
Type I - Galvanised steel
Type II - Aluminium

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Soils for civil engineering purposes - Test method - Part 5: Compressibility, permeability and durability tests
MS 1056-5:2005 (CONFIRMED:2013)
Status : Original
Format : PDF

This Malaysian Standard describes methods of test for the determination of the consolidation characteristics of soils when subjected to changes in the applied effective stress, the permeability charac ....Read more teristics of sands and the susceptibility of clays to internal erosion by water and the susceptibility of soils to heave in freezing conditions. Close

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Soils for civil engineering purposes - Test method - Part 8: Shear strength tests (Effective stress)
MS 1056-8:2005 (CONFIRMED:2013)
Status : Original
Format : PDF

This Malaysian Standard specifies procedures for the determination of the effective shear strength parameters for specimens of saturated soil which have been subjected to isotropic consolidation and t ....Read more hen sheared in compression, under a constant confining pressure, by increasing the axial strain. The tests apply to specimens in the form of right cylinders of nominal diameters usually from 38 mm to about 100 mm and of a height approximately equal to twice the diameter. Close

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Soils for civil engineering purposes - Test method - Part 1: General requirements and sample preparation (First revision)
MS 1056-1:2005 (CONFIRMED:2013)
Status : 1st Revision
Format : PDF

This Malaysian Standard specifies general requirements for the testing of soils for civil engineering purposes and describes methods for the calibration of equipment and the preparation of test sample ....Read more s. Close

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SOILS FOR CIVIL ENGINEERING PURPOSES - TEST METHOD - PART 9: IN-SITU TESTS
MS 1056: PART 9:2005
Status : Original
Format : PDF

This Malaysian Standard describes in-situ methods of test on soils for civil engineering purposes, i.e. tests made directly on the soil in place as distinct from laboratory tests, described in Parts 2 ....Read more to 8 of this standard, for which samples first need to be taken. The methods described in this part of this standard have been arranged in groups either according to the purpose of the test or the mode of execution. These groups are as follows.

a) Five methods for the determination of the in-situ density.
b) Three methods for the determination of penetration resistances.
c) Four methods for the determination of the vertical deformation and strength characteristics.
d) Two methods for the determination of the in-situ corrosivity characteristics. Close

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Soils for civil engineering purposes - Test method - Part 7: Shear strength tests (Total stress)
MS 1056-7:2005 (CONFIRMED:2013)
Status : Original
Format : PDF

This Malaysian Standard describes methods of test for determining shear strength parameters of soils in terms of total stresses, or (in the case of drained direct shear tests) in terms of effective st ....Read more resses which are equal to total stresses. None of these procedures therefore requires measurement of pore water pressure, which is covered in Part 8 of MS 1056. 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).

Reference is made to Part 1 of MS 1056 for general requirements that are relevant to all Parts of this standard, and to Part s 1 and 4 of MS 1056 for methods of preparation of soil and of test specimens.

Direct shear tests comprise:
a) laboratory vane test procedure, for soft to firm cohesive soils;
b) small shearbox procedures for determining the angle of shear resistance of cohesionless soils, and the drained peak and residua Close

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Soils for civil engineering purposes - Test method - Part 4: Compaction-related tests
MS 1056-4:2005 (CONFIRMED:2013)
Status : Original
Format : PDF

This Malaysian Standard describes methods of test for determining characteristics related to the compaction of soils, which can be used as a basis for specifying requirements for soils compacted in th ....Read more e field.

This standard also includes a method for assessing an empirical strength criterion [the California Bearing Ratio (CBR value)] of a compacted or undisturbed soil used as a sub-grade material for pavement construction. Close

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Soils for civil engineering purposes - Test method - Part 6: Consolidation and permeability tests in hydraulic cells and with pore pressure measurement
MS 1056-6:2005 (CONFIRMED:2013)
Status : Original
Format : PDF

This Malaysian Standard 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 te ....Read more sts described in Part 5.

Two types of equipment are used:
a) Hydraulically loaded one -dimensional consolidation cell; and

b) A triaxial consolidation cell.

The most significant capabilities of both types of apparatus are:

i) measurement of po re water pressure;
ii) control of drainage; and
iii) application of back pressure to the specimen.

Consolidation or triaxial cells of large di ameter enable large specimens to be tested so that some account can be taken of the effects of the soil fabric.

Reference should be made to MS 1056: Part 1 for general requirements that are relevant to all Parts of this standard, and for methods of preparation of soil and specimens for test ing. Close

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