ASTM C 1531 : 2022
Current
The latest, up-to-date edition.
Standard Test Methods for In Situ Measurement of Masonry Mortar Joint Shear Strength Index
Hardcopy , PDF
English
23-12-2022
Important note : All end users must be registered with an Account prior to user licenses being assigned.| Committee |
C 15
|
| DocumentType |
Test Method
|
| Pages |
8
|
| PublisherName |
American Society for Testing and Materials
|
| Status |
Current
|
| Supersedes |
1.1These test methods cover procedures for the determination of the average in situ mortar joint shear strength index in existing unreinforced solid-unit and ungrouted hollow-unit masonry built with clay or concrete units. Three methods are provided:
1.1.1Method A (with Flatjacks Controlling Normal Compressive Stress)—For determining mortar joint shear strength index when the state of normal compressive stress at the test site is controlled during the test using the flatjack method described in Test Method C1197. Horizontal displacement of the test unit is monitored throughout the test. The test setup for Method A is shown in Fig. 1.
FIG. 1Test Setup—Method A
Note 1:A paper2 by Francesco Graziotti et. al of Univ. of Pavia included in ASTM STP 1612 discusses alternative methods for interpreting Method A testing results.
1.1.2Method B (without Flatjacks Controlling Normal Compressive Stress)—For determining mortar joint shear strength index when using an estimate of the normal compressive stress at the location of the test site. Horizontal displacement of the test unit is not monitored during this procedure. The test set up for Method B is shown in Fig. 2.
FIG. 2Test Setup—Method B
1.1.3Method C (with Flatjack Applying Horizontal Load)—For determining mortar joint shear strength index using an estimate of the normal compressive stress at the location of the test site, as shown in Fig. 3. Horizontal displacement of the test unit is generally not measured during this procedure.
FIG. 3Test Setup—Method C
1.2The text of this standard refers to notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.
1.3The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.4This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.5This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
| ASTM C 1180 : 2024 | Standard Terminology of Mortar and Grout for Unit Masonry |
| ASTM C 1197 : 2022 | Standard Test Method for In Situ Measurement of Masonry Deformability Properties Using the Flatjack Method |
| ASTM C 1197 : 2020 : EDT 1 | Standard Test Method for In Situ Measurement of Masonry Deformability Properties Using the Flatjack Method |
| ASTM C 1232 : 2023 | Standard Terminology for Masonry |
| ASTM C 1180 : 2022 | Standard Terminology of Mortar and Grout for Unit Masonry |
| ASTM E 4 : 2021 | Standard Practices for Force Calibration and Verification of Testing Machines |
| ASTM C 1232 : 2024 | Standard Terminology for Masonry |
| ASTM E 4 : 2024 | Standard Practices for Force Calibration and Verification of Testing Machines |
| ASTM C 1232 : 2021 : REV A | Standard Terminology for Masonry |
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