?u= Wed, 06 Nov 2024 05:12:14 +0000 en-US hourly 1 https://wordpress.org/?v=6.7.1 ?u=/wp-content/uploads/2024/11/cropped-icon-150x150.png ?u= 32 32 ?u=/product/publishers/snz/nzs-44072015/ Wed, 06 Nov 2024 05:12:14 +0000 Methods of sampling and testing road aggregates

Published By	Publication Date	Number of Pages
SNZ	2015-10-01	136

]]> Details test methods and procedures for testing aggregates for the purpose of road pavement construction. Testing agencies that use this standard will be able to demonstrate to stakeholders that aggregates are compliant and fit for purpose.

]]> ?u=/product/publishers/snz/nzs-44071991-set/ Wed, 06 Nov 2024 05:12:14 +0000 Complete set: Methods of sampling and testing road aggregates

Published By	Publication Date	Number of Pages
SNZ	1991-05-30	134

]]> A complete set of all current NZS 4407 documents.

]]> ?u=/product/publishers/snz/nzs-44042010/ Wed, 06 Nov 2024 05:12:14 +0000 Land development and subdivision infrastructure

Published By	Publication Date	Number of Pages
SNZ	2010-07-05	263

]]> NZS 4404:2010 provides local authorities, developers, and their professional advisors with criteria for design and construction of land development and subdivision infrastructure. The Standard encourages sustainable development and modern design. It is applicable to greenfield and infill development, and brownfield redevelopment projects. Some of the key changes and improvements from NZS 4404:2004 include requirements for earthworks and geotechnical needs, roads, stormwater, wastewater, water supply, landscape, and network utility services. The Standard incorporates up-to-date design principles such as low impact design (LID) solutions to stormwater management, and urban design principles that encourage more sustainable places, spaces, and networks in towns and cities.

]]> ?u=/product/publishers/snz/nzs-4402-6-5-31988/ Wed, 06 Nov 2024 05:12:13 +0000 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the penetration resistance of a soil - Test 6.5.3 Cone penetration resistance using a cone or a friction cone

Published By	Publication Date	Number of Pages
SNZ	1987-12-31	10

]]> Describes the procedure for determining the static cone resistance of a soil in the field using a cone and additionally the side skin friction and friction ratio if a friction cone is used. The method permits the use of either mechanical or electrical penetrometers.

]]> ?u=/product/publishers/snz/nzs-4402-7-11986/ Wed, 06 Nov 2024 05:12:13 +0000 Methods of testing soils for civil engineering purposes - Soil consolidation tests - Test 7.1 Determination of the one-dimensional consolidation properties

Published By	Publication Date	Number of Pages
SNZ	1987-03-30	14

]]> Covers the determination of the magnitude and rate of consolidation of a saturated or near-saturated specimen of soil in the form of a disc confined laterally, subjected to vertical axial pressure, and allowed to drain freely from the top and bottom surfaces. To be read in conjunction with Part 1.

]]> ?u=/product/publishers/snz/nzs-4402-6-5-21988/ Wed, 06 Nov 2024 05:12:13 +0000 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the penetration resistance of a soil - Test 6.5.2 Hand method using a dynamic cone penetrometer

Published By	Publication Date	Number of Pages
SNZ	1987-12-31	4

]]> Describes the procedure for determining the resistance of a soil to the penetration of a steel cone driven by a 9 kg falling mass.

]]> ?u=/product/publishers/snz/nzs-4402-6-5-11988/ Wed, 06 Nov 2024 05:12:12 +0000 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the penetration resistance of a soil - Test 6.5.1 Standard penetration test (SPT)

Published By	Publication Date	Number of Pages
SNZ	1987-12-31	4

]]> Describes the procedure for determining the resistance of soils to the penetration of a split-tube sampler, and the obtaining of disturbed samples of soils for identification purposes.

]]> ?u=/product/publishers/snz/nzs-4402-6-3-21986/ Wed, 06 Nov 2024 05:12:11 +0000 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the unconfined compressive strength of cohesive soil - Test 6.3.2 Alternative method using autographic apparatus

Published By	Publication Date	Number of Pages
SNZ	1986-01-01	6

]]> Covers the determination of the unconfined comparative strength of a specimen of non-fissured cohesive soil, using a portable compression testing machine which produces a chart record of axial load and compression. The test is limited to cylindrical specimens nominally 40 mm diameter and 80 mm long. To be read in conjunction with Part 1.

]]> ?u=/product/publishers/snz/nzs-4402-6-3-11986/ Wed, 06 Nov 2024 05:12:09 +0000 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the unconfined compressive strength of cohesive soil - Test 6.3.1 Standard method using laboratory apparatus

Published By	Publication Date	Number of Pages
SNZ	1985-12-31	6

]]> Covers the determination of the unconfined compressive strength of a specimen of non-fissured cohesive soil, using a laboratory compression testing machine. The test is limited to specimens in the form of right cylinders of height approximately equal to twice the diameter. To be read in conjunction with Part 1.

]]> ?u=/product/publishers/snz/nzs-4402-6-2-11986/ Wed, 06 Nov 2024 05:12:08 +0000 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the compressive strength of specimens tested in undrained triaxial compression - Test 6.2.1 Method without measurement of pore water pressure

Published By	Publication Date	Number of Pages
SNZ	1985-12-31	10

]]> Covers the determination of the compressive strength of specimens of soil in the triaxial compression apparatus under conditions in which the cell pressure is maintained constant, and there is no change in the water content of the specimens. The test is limited to specimens in the form of right cylinders of height approximately equal to twice the diameter. To be read in conjunction with Part 1.

]]>