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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
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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.
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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.
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Soils for civil engineering purposes - Test method - Part 2: Classification tests
MS 1056-2:2005 (CONFIRMED:2013)
Status : Original
Format : PDF

This Malaysian Standard specifies methods of test for the classification of soil and for the determination of basic physical properties.

Most of these tests are required for the classific ....Read more ation of soils in accordance with the Code of Practice for Site Investigation.

Some of the properties determined by these tests are required for tests described in other parts of MS 1056.

Reference should be made to Part 1 of MS 1056 for general requirements that are relevant to all parts of MS 1056, and for methods of preparation of samples for testing.
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Soils for civil engineering purposes - Test method - Part 3: Chemical and electro - Chemical tests
MS 1056-3:2005 (CONFIRMED:2013)
Status : Original
Format : PDF

This Malaysian Standard describes test methods for determining the amount of chemical substances, including organic matter, in samples of soil and ground water. The determination of some electrochemic ....Read more al and corrosivity properties of soil and water samples is also included. Close

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Fresh jackfruit (Artocarpus heterophyllus Lam.) - Specification (Second revision)
MS 1055:2016
Status : 2nd Revision
Format : PDF

This Malaysian Standard specifies the requirements for commercial varieties of jackfruit, Artocarpus heterophyllus Lam. of the family Moraceae, to be supplied whole and fresh to the consumer. The frui ....Read more t is also known locally as "nangka".

Jackfruit for industrial processing is excluded.
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Fresh jackfruit - Specification (First revision)
MS 1055:2012
Status : Withdrawal with replacement
Format : PDF

This Malaysian Standard applies to commercial varieties of jackfruit, Artocarpus heterophyllus Lam. of the family Moraceae, to be supplied whole and fresh to the consumer. The fruit is also known loca ....Read more lly as “nangka”. Close

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SPECIFICATION FOR CONDENSED FILLED MILK
MS 1054:1986
Status : Original
Format : PDF

This Malaysian Standard Specification prescribes the requirements and methods of testing for condensed filled milk. (Also known as sweetened condensed filled milk).

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SPECIFICATION FOR CONDENSED FILLED MILK
MS 1054:1986, AMD. 2:1993
Status : Amendment 2
Format : PDF

This Malaysian Standard Specification prescribes the requirements and methods of testing for condensed filled milk. (Also known as sweetened condensed filled milk).

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SPECIFICATION FOR CONDENSED FILLED MILK
MS 1054:1986, AMD. 1:1991
Status : Amendment 1
Format : PDF

This Malaysian Standard Specification prescribes the requirements and methods of testing for condensed filled milk. (Also known as sweetened condensed filled milk).

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