00214856

Component

https://onlinepubs.trb.or...bproceedings/31/31-037.pdf

FIELD EXPERIMENTS CONDUCTED TO STUDY THE EFFECT OF VARIOUS METHODS OF CURING SOIL-CEMENT BASES ARE DESCRIBED. EXPERIMENTAL SECTIONS WERE PLACED IN EACH OF TWO GENERAL SOIL AREAS. THE PURPOSE OF THE PROJECT WAS TO : (1) DETERMINE THE EFFECT OF PREPARING SURFACES FOR RECEIVING CURING MATERIALS BOTH WITH AND WITHOUT A PRIOR APPLICATION OF WATER, (2) DETERMINE THE EFFECT OF DIFFERENT SOILS ON MOISTURE RETENTION IN SOIL-CEMENT MIXES, (3) DETERMINE THE EFFICIENCY OF BITUMINOUS AND OTHER MATERIALS FOR RETAINING MOISTURE IN A SOIL-CEMENT BASE DURING THE CURING PERIOD, AND (4) REVISE THE SPECIFICATION TO BE USED FOR MOISTURE RETENTION MATERIAL, IF THE RESULTS OF THE INVESTIGATION SO INDICATED.

Vol 31, pp 540-558. 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.

01490421

1952

Highway Research Board Proceedings

Digital/other

Applications; Base course (Pavements); Bituminous materials; Concrete curing; Economic efficiency; Moisture content; Performance based specifications; Retaining walls; Soil cement; Soils; Specifications; Water

Efficiency

Construction; Economics; Geotechnology; Highways; Research

TRIS, TRB

Sep 17 1970 12:00AM

• ACCIDENT PREVENTION ACTIVITIES OF A STATE HIGHWAY DEPARTMENT
• CHARACTERISTICS OF LEFT-TURNING PASSENGER VEHICLES
• CLAY FRACTION IN ENGINEERING SOILS: III-INFLUENCE OF AMOUNT ON PROPERTIES
• COLUMN-TEST COOPERATIVE PROJECT
• CRACKING OF CONCRETE IN THE TUSCALOOSA LOCK
• CURING CONCRETE PAVEMENTS IN KANSAS
• DIFFERENTIAL THERMAL ANALYSIS
• DISPERSION OF LOESS FOR MECHANICAL ANALYSIS
• DURABILITY TESTS ON LIME-STABILIZED SOILS
• DYNAMIC TESTING OF CONCRETE PAVEMENTS WITH THE SONISCOPE
• EFFECT OF BARRIER-LINE LOCATION AT NO-PASSING ZONES
• EFFECT OF ENTRAINED AIR ON STRENGTH AND DURABILITY OF CONCRETE MADE WITH VARIOUS MAXIMUM SIZES OF SIZES OF AGGREGATE
• EVALUATION OF TECHNIQUES FOR DETERMINING OVER-ALL TRAVEL TIME
• GROUP PILE LOADS IN PLASTIC SOILS
• HIGHWAY SUBDRAINAGE
• INFLUENCE OF TIRE DESIGN ON PAVEMENT DESIGN AND VEHICLE MOBILITY
• INVESTIGATION OF DURABILITY OF WYOMING AGGREGATES
• LABORATORY KNEADING OF SOIL TO SIMULATE FIELD COMPACTION
• LIME-FLY-ASH-SOIL COMPOSITIONS IN HIGHWAYS
• LIVE-LOAD STRESS MEASUREMENTS ON FORT LOUDON BRIDGE FINAL REPORT
• LOADS ON NEGATIVE-PROJECTING CONDUITS
• METHYLCHLOROSILANES AS ANTISTRIPPING AGENTS
• MODEL STUDIES OF SCOUR AROUND BRIDGE PIERS AND ABUTMENTS-SECOND PROGRESS REPORT
• MOLDING SPECIMENS OF BITUMINOUS PAVING MIXTURES
• PERFORMANCE STUDY OF CALCIUM CHLORIDE-TREATED ROADS
• PHYSICAL FACTORS INVOLVED IN HEAD-ON COLLISIONS OF AUTOMOBILES
• PROGRESS REPORT ON LOAD-TRANSMISSION CHARACTERISTICS OF FLEXIBLE PAVING AND BASE COURSES
• RATE OF COOLING OF LAVA FLOWS
• RECENT TRENDS IN HIGHWAY BOND FINANCING
• SECONDARY-ROADS ADMINISTRATION
• STABILITY AND DURABILITY OF PLANT-MIX MACADAM
• STATIC AND DYNAMIC SOIL COMPACTION
• STREET AND MILEAGE STUDY IN NORTH CAROLINA MUNICIPALITIES
• STRUCTURAL BEHAVIOR OF HEAVY-DUTY-CONCRETE AIRFIELD PAVEMENTS
• TEMPERATURE VARIATION AND MOISTURE RETENTION OF CONCRETE CURING METHODS
• TESTING A TRAFFIC CIRCLE FOR POSSIBLE CAPACITY
• TRAFFIC AND ROAD SAFETY RESEARCH AT THE ROAD RESEARCH LABORATORY, ENGLAND
• TRAFFIC FORECAST BASED ON ANTICIPATED LAND USE AND CURRENT TRAVEL HABITS
• TRAVEL-TIME AND GASOLINE-CONSUMPTION STUDIES IN BOSTON
• TREATMENT OF SOFT FOUNDATIONS FOR HIGHWAY EMBANKMENTS
• TRIAXIAL TESTING APPLIED TO DESIGN OF FLEXIBLE PAVEMENTS
• TRUCK-NOISE MEASUREMENT
• URBAN HIGHWAY ROUTE EVALUATION