00232913

Component

https://onlinepubs.trb.or...eedings/18/18Part2-018.pdf

THE REQUIREMENTS OF A GRADED SOIL TYPE SURFACE AND BASE COURSE ARE: STABILITY, TRAFFIC ABRASION, IMPERVIOUSNESS TO RAIN WATER, AND CAPILLARY PROPERTIES. A HIGH DENSITY IS NECESSARY WHERE GRANULAR MATERIALS ARE TO BE USED AS SURFACE COURSES; DENSITY IS NOT IMPORTANT IN BASE COURSE CONSTRUCTION EXCEPT AS A MEASURE OF STABILITY. SEPARATE SPECIFICATIONS WERE ADOPTED BY A.A.S.H.O. FOR BOTH SURFACE COURSES (M-61-38) AND BASE COURSES (M-56-38).

Vol 18, ParT II, PP 206 - 208. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.

01490398

1939 (approximate)

Highway Research Board Proceedings

Digital/other

Base course (Pavements); Capillaries; Density; Design; Impervious materials; Soils; Specifications; Stability (Mechanics); Surface course (Pavements); Traffic

Requirement

Design; Geotechnology; Highways; Operations and Traffic Management

TRIS, TRB

Jun 22 1971 12:00AM

• ASPHALT EMULSION STABILIZATION ON CAPE COD
• ASPHALTIC BINDER STABILIZED ROADS
• BITUMINOUS EMULSION STABILIZED ROADS
• BITUMINOUS STABILIZATION PRACTICES IN THE UNITED STATES
• CAPILLARITY DEVICES: OPEN TUBE: NEGATIVE HEAD
• COMPACTION DEVICES
• COMPACTION OF EARTH EMBANKMENTS
• COMPENDIUM ON SOIL TESTING APPARATUS
• COMPRESSED AIR CAPILLARITY DEVICES: INDICATOR CAPILLARITY DEVICES
• CONSOLIDOMETERS - CYLINDER WITH PISTON
• CONSTANT HEAD PERMEAMETERS
• DESIGN AND CONTROL OF SOIL-AGGREGATE ROAD MIXTURES BY MEANS OF THE METAL HYDROMETER
• DESIGN OF CROSS SECTION OF EARTH EMBANKMENTS
• DESIGN OF SOIL AGGREGATE MIXTURES IN PENNSYLVANIA
• DIRECT SHEAR DEVICES - BOX
• EXTRUSION DEVICES
• FACTORS AFFECTING THE ACCURACY OF SETTLEMENT RATE FORECASTS
• FIELD TEST SAMPLING EQUIPMENT
• GRADED MIX ROADS IN MISSOURI
• LATERAL PRESSURES ON RETAINING WALLS CAUSED BY SUPERIMPOSED LOADS
• PENETRATION DEVICES - BEARING
• PLATE DEVICE FOR DIRECT SHEAR: DOUBLE DIRECT SHEAR DEVICES: DIRECT SHEAR DEVICES - TORSION
• PREVENTION OF DETRIMENTAL FROST HEAVE
• PREVENTION OF DETRIMENTAL FROST HEAVE IN SWEDEN
• ROAD STABILIZATION
• SHEARING STRESSES UNDERNEATH A SPREAD FOUNDATION
• SOIL STABILIZATION USING ASPHALT CUT-BACKS AS BINDERS
• SOIL STABILIZATION WITH TAR
• SOIL-CEMENT MIXTURES FOR ROADS
• STABILITY OF BRIDGE PIERS
• STRESS DISTRIBUTION IN A LOADED SOIL WITH SOME RIGID BOUNDARIES
• STUDIES OF FILL CONSTRUCTION OVER MUD FLATS INCLUDING A DESCRIPTION OF EXPERIMENTAL CONSTRUCTION USING VERTICAL SAND DRAINS TO HASTEN STABILIZATION
• SWELL TESTING DEVICES
• THE MEASUREMENT OF EARTH PRESSURE ON RETAINING WALLS
• THE PREPARATION OF NATURAL SOIL FOUNDATIONS AND SOIL SUBSTRUCTURES
• THE PREPARATION OF SUBGRADES
• THE PREPARATION OF SUBGRADES
• THE PREPARATION OF SUBGRADES
• THE PREPARATION OF SUBGRADES
• THE STABILITY ANALYSIS OF A FOUNDATION FAILURE
• THE STABILITY OF FOUNDATION PILES AGAINST BUCKLING UNDER AXIAL LOAD
• THE TREND OF SOIL TESTING
• TOPSOIL, SAND-CLAY AND GRADED MIX ROADS IN SOUTHEASTERN UNITED STATES
• USE OF CALCIUM CHLORIDE IN ROAD STABILIZATION
• USE OF SODIUM CHLORIDE IN ROAD STABILIZATION
• VARIABLE HEAD PERMEAMETERS