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SEDL / STP / STP1063-EB
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STP1063
Masonry: Components to Assemblages
Matthys JH
Pages: 438
Published: 1990
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Presents 28 papers that address: • recent developments in materials, components, and performance of assemblages • up-to-date material on new test method development and review and design philosophy • performance of conventional and new materials under ASTM specifications • substantiation and/or deficiencies of existing ASTM specification criteria • critical examination of application of ASTM test methods • problem areas in masonry and purposed solutions • and structural design and analysis methodologies.
Table of Contents
Introduction
Matthys J.
Discussion of Paper, “Initial Rate of Absorption of Clay Brick” by William C. Bailey, John H. Matthys, and Joseph E. Edwards
Lauersdorf L., Robinson G.
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Summary
Matthys J.
Initial Rate of Absorption of Clay Brick Considering Both Bed Surfaces in the as Received Condition and After Outside Exposure
Bailey W., Edwards J., Matthys J.
ASTM C90 Concrete Masonry Units Using Lightweight Aardelite Aggregate
Dunstan E., Hay P.
Recommended Test for Slip Resistance on Brick Surfaces
Trimble B.
The Properties of Masonry Grout in Concrete Masonry
Hedstrom E., Hogan M.
Effects of Aggregate Gradation on Properties of Masonry Cement and Portland Cement-Lime Masonry Mortars
Buchanan C., Call B.
Masonry Cements — A Laboratory Investigation
Dubovoy V., Ribar J.
A Bentonite Clay Plasticizer in Masonry Mortars
Dickelman B.
The Development of Ready Mixed Mortar in the United States
Gates R., Nelson R., Pistilli M.
Quality Control of Mortars: Cubes vs. Cylinders
Brown M., Schmidt S., Tate R.
Performance of Mortars Produced Under the Proportion Specification of ASTM C-270-86a
Matthys J.
Corrosion of Reinforcing Steel and Wall Ties in Masonry Systems
Haver C., Heidersbach R., Jones D., Keeling D., Somayaji S.
Experimental Investigation of Mortar Compressive Strength Using 5.08 cm. Cubes and 7.62 cm. × 15.24 cm. Cylinders
Matthys J., Singh R.
The Effect of Constituent Proportions on Stress — Strain Characteristics of Portland Cement — Lime Mortar and Grout
Sriboonlue W., Wallo E.
IRA and the Flexural Bond Strength of Clay Brick Masonry
McGinley W.
A Compilation of Flexural Bond Stresses for Solid and Hollow Non-reinforced Clay Masonry and Portland-Lime Mortars
Gabby B.
Nondestructive Evaluation of Masonry: An Update
Atkinson R., Kingsley G., Noland J.
Compression Tests of Hollow Brick Units and Prisms
Borchelt J., Brown R.
Anchor Connections of Stone Slabs
Amrhein J., Hatch R., Merrigan M.
A Critical Review of Field Adapting ASTM E 514 Water Permeability Test Method
Brown M.
A Discussion of the Abuse of Some Common Masonry Industry Practices
Crooks R., Herget F.
Problems & Cures in Masonry
Tomassetti A.
Research of Physical Properties of Masonry Assemblages Using Regional Materials
Laska W., Munro C., Nelson R., Ostrander C.
Concrete Masonry Prism and Wall Flexural Bond Strength Using Conventional Masonry Mortars
Matthys J.
The Potential for Traffic Noise Reduction by Thin Masonry Panels
Mehta M.
In-Plane Seismic Resistance of Two-Story Coupled Concrete Masonry Walls
Antrobus N., Klingner R., Leiva G., Merryman M.
Masonry Wall Drainage Test — A Proposed Method for Field Evaluation of Masonry Cavity Walls for Resistance to Water Leakage
Krogstad N.
Towards Developing a Flexural Strength Design Methodology for Concrete Masonry
Assis G., Hamid A., Harris H.
Aspects of Blast Resistant Masonry Design
Volkman D.
Author Index
Subject Index
Committee: C15
Paper ID: STP1063-EB
DOI: 10.1520/STP1063-EB
ISBN-EB: 978-0-8031-5124-6
 ASTM International is a member of CrossRef.
0-8031-1453-2
978-0-8031-1453-1
STP1063-EB
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