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    <title>Transport Research International Documentation (TRID)</title>
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    <atom:link href="https://trid.trb.org/Record/RSS?s=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" rel="self" type="application/rss+xml" />
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    <copyright>Copyright © 2026. National Academy of Sciences. All rights reserved.</copyright>
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    <managingEditor>tris-trb@nas.edu (Bill McLeod)</managingEditor>
    <webMaster>tris-trb@nas.edu (Bill McLeod)</webMaster>
    <image>
      <title>Transport Research International Documentation (TRID)</title>
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      <link>https://trid.trb.org/</link>
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    <item>
      <title>STABILIZATION OF SOIL WITH ASPHALT. PART 1 - GRANULAR SOILS. PART 2 - PLASTIC SOILS</title>
      <link>https://trid.trb.org/View/122026</link>
      <description><![CDATA[SOIL STABILIZATION WITH CUT-BACK ASPHALTS OF THE RAPID- CURING AND MEDIUM-CURING TYPES AND WITH SLOW-CURING ASPHALTS OR ROAD OILS IS DESCRIBED. THERE ARE TWO SEPARATE AND DISTINCT PROBLEMS INVOLVED IN STABILIZING SOIL WITH ASPHALT. GRANULAR SOILS MAY BE SATISFACTORILY STABILIZED WITH ASPHALT AND STANDARD SPECIFICATIONS ARE GENERALLY AVAILABLE. THE TREATMENT OF PLASTIC SOILS IS THE MOST DIFFICULT PROBLEM. STABILIZATION OF GRANULAR SOILS IS DESCRIBED WITH SUGGESTED SPECIFICATIONS GIVEN. MIXING IS DESCRIBED WITHOUT MIXERS AND WITH TRAVEL PLANTS. ALL SOIL-ASPHALT STABILIZED PAVEMENTS REQUIRE A WEARING COURSE. WEARING COURSES AND MAINTENANCE ARE DISCUSSED. FOR STABILIZATION OF PLASTIC SOILS THE METHOD KNOWN AS OILED EARTH MAT IS MOST SUCCESSFUL. THE CONSTRUCTION OF OILED EARTH MAT ON DIRT ROADS AND STABILIZING PLASTIC SOILS IS DESCRIBED. THE OBJECTIVE IN EARTH OILING WORK IS THE DEVELOPMENT OF A FIRM WEARING COURSE MAT AND A STRONG SUBGRADE LAYER WHICH WILL NOT BECOME SATURATED WITH WATER DURING DURING BAD CLIMATIC CONDITIONS. REPEATED TREATMENTS REDUCE WATER ABSORPTION IN THE SUBGRADE TO A DEPTH SUFFICIENT TO DEVELOP A THICKNESS OF ROAD STRUCTURE THAT WILL CARRY LIGHT HIGHWAY TRAFFIC. THE LIGHT OILS IN THE ROAD OIL PENETRATE INTO THE SUBGRADE AND WHEN IN SUFFICIENT AMOUNT, THE SUBGRADE SOIL REPELS WATER ABSORPTION. PROPER MAINTENANCE OF EARTH ROADS IS EMPHASIZED.]]></description>
      <pubDate>Sun, 15 Aug 2004 02:41:47 GMT</pubDate>
      <guid>https://trid.trb.org/View/122026</guid>
    </item>
    <item>
      <title>DRYING PHASE OF SOIL-ASPHALT CONSTRUCTION</title>
      <link>https://trid.trb.org/View/122023</link>
      <description><![CDATA[A LABORATORY STUDY WAS MADE OF THE RATE OF DRYING OF WATER AND HYDROCARBON VOLATILES FROM A SOIL-ASPHALT MIXTURE AND THE EFFECT ON THE STABILITY AND OTHER BASIC PROPERTIES OF THE COMPACTED MIXTURE. THE SOIL WAS A SANDY LOAM WITH A LIQUID LIMIT OF 21, A PI OF 5, AND A FLUFF POINT RANGE FROM 6 TO 12 PERCENT. THE ASPHALT USED AS THE STABILIZING AGENT WAS MC-3 CUTBACK. THE RESULTS OF THIS STUDY INDICATE THAT SOILS STABILIZED WITH CUTBACKS NEED TO BE DRIED OUT BEFORE COMPACTION TO PROVIDE HIGH INITIAL STRENGTH. AFTER COMPACTION, ADDITIONAL CURING RESULTS IN EVEN MORE STRENGTH. THE INDICATIONS ARE THAT SOIL STABILIZED WITH CUTBACK CANNOT BE COMPACTED TO A DENSITY REQUIREMENT. /AUTHOR/]]></description>
      <pubDate>Sun, 15 Aug 2004 02:41:46 GMT</pubDate>
      <guid>https://trid.trb.org/View/122023</guid>
    </item>
    <item>
      <title>EXPLORATORY RESEARCH IN BITUMINOUS SOIL STABILIZATION</title>
      <link>https://trid.trb.org/View/122021</link>
      <description><![CDATA[THE MECHANICS OF ASPHALTIC SOIL STABILIZATION ARE DISCUSSED BASED UPON THE MAJOR FOUR FACTORS FOR ANY GIVEN SOIL MATERIAL: (1) SOIL STATUS, (2) ASPHALTIC MATERIAL, (3) MIXING, AND (4) COMPACTION AND CURING. A METHOD OF BITUMINOUS STABILIZATION OF SOILS IS PRESENTED AS RELATED TO SOILS DEVELOPING APPRECIABLE DEGREES OF COHESIVENESS WHEN MOIST AND WHICH MAY BE STABILIZED BY THE PRINCIPLE OF WATERPROOFING. THIS METHOD IS BASED UPON THE THEORY THAT SOIL, WATER, AND BITUMINOUS MATERIAL, INCLUDING ASPHALT, MAY BE PLACED IN SUCH INDEPENDENT RELATIVE POSITIONS WITHIN A COMPACTED MASS OF MIXTURE SO THAT A DEFINITE SYSTEM EXISTS OR TENDS TO PREDOMINATE. THE SYSTEM CONSISTS ESSENTIALLY OF SOIL-WATER MIXTURES WHICH ARE WATERPROOFED BY BITUMINOUS FILMS HELD OR ABSORBED ON THEIR SURFACES. STABILIZATION BY WATERPROOFING MAY BE ACCOMPLISHED WITH: (1) RELATIVELY SMALL QUANTITIES OF BITUMEN, (2) A MINIMUM OF MIXER WORK AND TIME, (3) UTILIZATION OF THE ECONOMIES ACCRUING FROM INTERMEDIATE SOIL MOISTURE CONTENTS DURING MIXING AND COMPACTION, AND (4) THE MORE COMPLETE UTILIZATION OF SOILS IN SITU DUE TO THE GREATER RANGE OF SOILS WHICH MAY BE SUCCESSFULLY TREATED. THE BITUMINOUS STABILIZATION OF SOIL UTILIZING SUPPLEMENTARY ADMIXTURES WAS INVESTIGATED BY THE USE OF PORTLAND CEMENT, LIME, AND AQUEOUS SOLUTIONS OF CERTAIN HEAVY METAL SALTS. DATA PRESENTED INDICATE THAT STABILIZATION OF SOIL WITH MATERIALS AS CEMENT, CONSIST OF TWO SEPARABLE AND DISTINGUISHABLE FUNCTIONS, ONE AN ALTERATION OF SOIL CHARACTER REDUCING THE SENSITIVENESS OF THE SOIL TO PHYSICAL CHANGES INDUCED BY WATER, THE OTHER A CEMENTATION OF THE ALTERED PARTICLES OF SOIL INTO A WATER- TIGHT COHERENT MASS. THE FIRST FUNCTION MAY BE PRODUCED BY SMALL QUANTITIES OF CEMENT, AND THE SECOND BY BITUMEN, YIELDING A DUAL OR COMPOSITE FORM OF STABILIZATION POSSESSING HIGH STRENGTH, FLEXIBILITY, AND HIGH IMMUNITY TO ACTION OF WATER AND TEMPERATURE. THESE PRINCIPLES WERE APPLIED IN TWO PROCESSES, ONE A PRE-TREATMENT OF SOIL WITH CEMENT WHICH INCLUDED MIXING, WETTING, CURING, AND REPULVERIZATION, WHILE THE OTHER METHOD CONSISTED OF MIXING, IN CONSECUTIVE ORDER, THE MATERIALS SOIL, CEMENT, WATER, AND BITUMEN, FORMING A MIXTURE CAPABLE OF BEING IMMEDIATELY LAID AND COMPACTED. THE EFFECT OF DIFFERENT TYPES OF CEMENT UPON THE CHANGES INDUCED IN SOIL WERE DISCUSSED. THE CHARACTER OF THE REACTIONS INDUCED IN SOIL BY BOTH CEMENT AND LIME WERE DISCUSSED. THE EFFICIENCY OF LIME AS AN ADMIXTURE MATERIAL FOR BITUMINOUS STABILIZATION WAS STUDIED. THE ECONOMIC PRACTICALITY OF THE USE OF CEMENT AND LIME AS BITUMINOUS STABILIZATION ADJUNCTS WAS DISCUSSED WITH ATTENTION TO THE METHOD OF SOIL DILUTION BY AGGREGATE AS AN ALTERNATIVE.]]></description>
      <pubDate>Sun, 15 Aug 2004 02:41:46 GMT</pubDate>
      <guid>https://trid.trb.org/View/122021</guid>
    </item>
    <item>
      <title>UNDERCLAY DEVELOPMENT BENEATH ASPHALT ROADS IN KANSAS</title>
      <link>https://trid.trb.org/View/121986</link>
      <description><![CDATA[LOESSIAL SUBGRADE MATERIALS IN CONTACT WITH ASPHALT ROAD SURFACES IN KANSAS ARE UNDERGOING CHANGES IN STRUCTURE, COLOR, AND AMOUNT OF LESS THAN 2-U CLAY. STRUCTURE IS CHANGING FROM MASSIVE OR SINGLE GRAIN TO WEAK SUBANGULAR BLOCKY. COLOR IS CHANGING FROM A PALE BROWN (10YR 6/3) OR LIGHT BROWNISH GRAY (10YR 5/3) TO A GREEN OR OLIVE GREEN THAT IS USUALLY A 5Y HUE IN THE OLIVE GRAY RANGE, BUT THE COLORS APPEAR GREEN TO THE EYE. THE AMOUNT OF LESS THAN 2-U CLAY IS INCREASING. THE CHANGES ARE CAUSED BY MICROORGANISMS UTILIZING THE ASPHALT AS AN ENERGY SOURCE. REDUCING CONDITIONS ARE SET UP AT THE SOIL-ASPHALT INTERFACE BY THE ACTIONS OF THE MICROORGANISMS WHERE THE SUPPLY OF AIR AND OXYGEN IS LIMITED. THIS RESULTS IN A GLEY OR 'UNDERCLAY' DEVELOPMENT IN THE UPPER FEW INCHES OF SUBGRADE SOIL. MONTMORILLONITE CLAY IS DEVELOPING FROM PRIMARY MINERALS IN THIS ZONE. KAOLINITE IS IMPROVING IN CRYSTALLINITY IN THIS HORIZON. OXIDIZING MICROENVIRONMENTS IN A REDUCING MACROENVIRONMENT PROBABLY ACCOUNTS FOR THE IMPROVEMENT OF KAOLINITE CRYSTALLINITY UNDER CONDITIONS THAT FAVOR THE FORMATION OF MONTMORILLONITE. DIFFERENCES IN PROPERTIES OF SUBGRADE MATERIALS BETWEEN FAILED AND ADJACENT NON-FAILED SECTIONS OF ROADWAY ARE NOT GREAT. OXYGEN UPTAKE RATES, HOWEVER, SHOW THAT FAILING SECTIONS OF ROAD HAVE HIGH OXIDATIVE ACTION OF MICROORGANISMS COMPARED TO NON-FAILING SECTIONS. /AUTHOR/]]></description>
      <pubDate>Sun, 15 Aug 2004 02:41:37 GMT</pubDate>
      <guid>https://trid.trb.org/View/121986</guid>
    </item>
    <item>
      <title>RHEOLOGICAL PROPERTIES OF COMPACTED SOIL-ASPHALT MIXTURES</title>
      <link>https://trid.trb.org/View/121692</link>
      <description><![CDATA[A STUDY WAS MADE OF THE STRENGTH CHARACTERISTICS OF SOIL- ASPHALT MIXTURES FOR CERTAIN PARTICULAR TYPES OF STRESS CONDITIONS.  THE STRESS SYSTEM CONSIDERED WAS THAT OF A STEADY-LOAD TYPE FOR WHICH A CONSTANT OF UNCONFINED COMPRESSIVE NATURE WAS APPLIED ON A CYLINDRICAL SPECIMEN AND THE DEFORMATION OF THE SPECIMEN WAS OBSERVED AS A FUNCTION OF TIME. OTHER TESTS WERE CARRIED OUT AT CONSTANT RATES OF AXIAL STRAINS WITH INCREASING STRESS.  ONLY ONE SOIL TYPE OF ASPHALT, A MEDIUM-CURING LIQUID TYPE, WERE USED IN THIS INVESTIGATION. UNDER CONSTANT RATES OF STRAIN AND WITH INCREASING STRESS, NO APPRECIABLE INCREASE IN THE MAXIMUM STRENGTH WAS INDICATED BY INCREASING THE RATE OF DEFORMATION THE PERCENTAGE INCREASE IN THE MAXIMUM STRENGTH WITH LOADING SPEEDS WAS GREATER FOR THESE MIXTURES WITH LARGE PERCENTAGES OF ASPHALT. THE RELATIONSHIP BETWEEN THE STRESS AND LOG TIME AT FAILURE WAS LINEAR.  THE STRESS LEVEL AND CURING TIME AFTER COMPACTION WERE THE MOST IMPORTANT FACTORS AFFECTING THE RHEOLOGICAL PROPERTIES OF THE MATERIAL.]]></description>
      <pubDate>Sun, 15 Aug 2004 02:40:25 GMT</pubDate>
      <guid>https://trid.trb.org/View/121692</guid>
    </item>
    <item>
      <title>ASPHALTIC COLD-MIX STABILIZATION</title>
      <link>https://trid.trb.org/View/119532</link>
      <description><![CDATA[A PERSPECTIVE IS PRESENTED OF SOME OF THE TRENDS AND DEVELOPMENTS SINCE THE SECOND WORLD WAR IN THE FIELD OF STABILIZATION OF SANDS AND SOILS BY MEANS OF ASPHALTIC CUTBACKS AND EMULSIONS. A TREND TOWARD MORE CONSERVATIVE PRACTICE REGARDING GRADATION AND PLASTICITY REQUIREMENTS IS TRACED FROM 1946 TO THE PRESENT. IT IS POINTED OUT THAT IN MANY CASES THE FINER GRAINED AND MORE PLASTIC SOILS WHICH HAVE BEEN DISQUALIFIED FOR ASPHALT STABILIZATION BY THIS GRADUAL TIGHTENING OF REQUIREMENTS MAY BE STABILIZED EASILY AND ECONOMICALLY BY LIME. LABORATORY TESTING PROCEDURES HAVE BEEN DEVELOPED TO MEASURE THE EFFECTS OF WATER ABSORPTION, A MOISTURE VAPOR SUSCEPTIBILITY TEST, WHICH OFFERS ADVANTAGES OVER THE CBR AND HUBBARD-FIELD PROCEDURES. THE UNCONFINED COMPRESSION TEST WAS ADAPTED TO THE DESIGN OF SOIL-ASPHALT MIXTURES, AND IT IS PROPOSED THAT THE CONSTRUCTION CONTROL OF THESE MIXES BE EXPEDITED BY MEANS OF SMALL SPECIMENS WHICH COULD BE TESTED FOR UNCONFINED STRENGTH AFTER BRIEF PERIODS OF DRYING AND ABSORPTION. THE CONSTRUCTION TECHNIQUE OF SPREADING IN THIN LAYERS AND COMPACTING BY PNEUMATIC ROLLERS IS URGED FOR WIDER USE, ESPECIALLY FOR EMULSION STABILIZATION. THE ADVANTAGES OF RECENTLY DEVELOPED CATIONIC EMULSIONS ARE PRESENTED.]]></description>
      <pubDate>Sun, 15 Aug 2004 02:23:21 GMT</pubDate>
      <guid>https://trid.trb.org/View/119532</guid>
    </item>
    <item>
      <title>CHARACTERISTICS OF SOIL-ASPHALT AS A RATE PROCESS</title>
      <link>https://trid.trb.org/View/95013</link>
      <description><![CDATA[INVESTIGATIONS WERE CONDUCTED BY TESTING CYLINDRICAL COMPACTED SOIL-ASPHALT MIXTURES UNDER SIMPLIFIED ENVIRONMENTAL CONDITIONS TO DEFINE THE PROPERTIES TO THE STRUCTURAL MECHANISM OF FLOW. AS A METHOD OF EXPRESSING THE FUNCTIONAL RELATIONSHIP BETWEEN THE STRESS AND STRAIN AND THEIR TIME DERIVATIVES, A RHEOLOGICAL MODEL IS FITTED TO THE EXPERIMENTAL DATA. THE MECHANICAL MODEL PARAMETERS ARE BASED ON RATE PROCESS THEORY APPLIED TO THE SIMPLEST MECHANICAL MODEL CONSISTENT WITH THE PARTICULAR EXPERIMENTAL DATA OBTAINED. THE MODEL APPEARS TO BE ABLE TO PREDICT THE DEFORMATION OF THE MATERIAL TESTED FAIRLY ACCURATELY AND, FURTHERMORE, IS ABLE TO ACCOUNT FOR THE NON-LINEARITY THAT EXISTS IN THE ACTUAL MATERIAL. /AUTHOR/]]></description>
      <pubDate>Tue, 12 Jul 1994 00:00:00 GMT</pubDate>
      <guid>https://trid.trb.org/View/95013</guid>
    </item>
    <item>
      <title>VALIDATION OF SOIL STABILIZATION INDEX SYSTEM WITH MANUAL DEVELOPMENT</title>
      <link>https://trid.trb.org/View/42700</link>
      <description><![CDATA[Contents: Soil sample suite; soil stabilization with cement; Soil stabilization with lime; Soil stabilization with asphalt; Performance benefits of stabilized pavement layers; When to use stabilization; Residual strength requirements for stabilized layers.]]></description>
      <pubDate>Sat, 04 Sep 1976 00:00:00 GMT</pubDate>
      <guid>https://trid.trb.org/View/42700</guid>
    </item>
    <item>
      <title>STRENGTH BEHAVIOUR OF SOIL-ASPHALT MIXTURES IN COMPRESSION</title>
      <link>https://trid.trb.org/View/45060</link>
      <description><![CDATA[Some of the basic factors that influence the behaviour of soil-asphalt mixtures are investigated in an attempt to gain information that will aid in the selection of design criteria for soil-asphalt road bases. Statically compacted cylindrical samples of soil-asphalt mixture were prepared and tested under uniaxial and triaxial compression. The factors investigated include binder content in mix, moulding samples, uniaxial deformation rates and curing time. It is shown that ultimate compressive strength increases as binder content in mix decreases; and that a brittle-like behaviour is observed when binder content is low.  The addition of a moderate amount of water to the air-dried soil plus binder, facilitates mixing and causes an increase in ultimate compressive strength of test samples, coupled with increase in moulding density. The increase in ultimate compressive strength as a result of higher uniaxial deformation rates was more pronounced when rates were higher than 0.5 in/min and for samples with low binder content. Results also indicate that the ultimate strength increases with increasing curing time after moulding. The rate of this increase seems most important during the early days of curing particularly within the first three weeks. (A) /TRRL/]]></description>
      <pubDate>Tue, 13 Jul 1976 00:00:00 GMT</pubDate>
      <guid>https://trid.trb.org/View/45060</guid>
    </item>
    <item>
      <title>ENGINEERING ECONOMY AND ENERGY CONSIDERATIONS IN DESIGN, CONSTRUCTION AND MATERIALS: STABILIZATION GUIDELINES</title>
      <link>https://trid.trb.org/View/42038</link>
      <description><![CDATA[The correct use of lime, cement, and asphalt for improving material properties is discussed, and guidelines are given for selection of a stabilization approach and construction methods.  The potential savings that may result by using stabilization of subgrades and/or other materials must be evaluated via a cost analysis of the different alternatives.  A framework that will assist in making this analysis is graphically illustrated.  Sieve analyses and Atterberg Limit tests are first performed on subgrade samples and samples for use as subbase and base courses. The use of possible stabilizers must then be determined (a chart is provided to help in this task).  Estimates are then made for in-place costs of all untreated and treated materials, followed by decision of use of FPS/RPS computer design of layer equivalence concept.  Finally the pavement design must be selected and the possible use of optional bids must be determined.  Details of the economic analysis are outlined, and general guidelines are presented regarding the best soils that may be economically obtained for the job, techniques to determine optimum moistures and densities, equipment and construction techniques, compaction in field, curing the stabilized layers, inspection procedures, and the avoidance of soils which are high in organic matter.  Included in the appendix are summaries of test methods and comments on the following: lime treatment for materials in place, lime treatment for base courses, portland cement treatment for materials in place, portland cement treatment for base courses, cement stabilized base, soil asphalt base (road mix), asphalt stabilized base (plant mix), lime-cement stabilization and lime-asphalt stabilization.]]></description>
      <pubDate>Wed, 23 Jun 1976 00:00:00 GMT</pubDate>
      <guid>https://trid.trb.org/View/42038</guid>
    </item>
    <item>
      <title>A LABORATORY INVESTIGATION OF THE COMPACTION OF DENSE GRADED ASPHALT CONCRETE</title>
      <link>https://trid.trb.org/View/44898</link>
      <description><![CDATA[This paper reports some of the results that have been obtained from a 3-year laboratory investigation of the compaction of dense graded asphalt concrete, that is being carried on by McAsphalt Engineering Services for the Airfield section of the Canadian Department of National Defense.  The investigation is studying the influence of three important factors affecting pavement compaction that can be controlled in the field; compaction temperature, compaction effort, and pavement mixture design.  In addition to hot asphalt mixes, it is shown that a straight line relationship between compacted density and logarithm of compactive effort in this form of number of Marshall blows (semi-log plot) exists for many road building materials such as soil, sand screening, soil asphalt, soil cement, and cold asphalt mixtures.  Therefore, some of the findings of the paper can also be applied to the compaction of these materials.  /RTAC/]]></description>
      <pubDate>Sat, 05 Jun 1976 00:00:00 GMT</pubDate>
      <guid>https://trid.trb.org/View/44898</guid>
    </item>
    <item>
      <title>BITUMINOUS STABILIZATION /IN PORTUGUESE/</title>
      <link>https://trid.trb.org/View/98310</link>
      <description><![CDATA[THE SUCTION POTENTIAL IN PLASTIC SOILS IS A DIRECT FUNCTION OF OSMOTIC PHENOMENA. THE DIFFERENCES BETWEEN SOIL CEMENT AND SOIL ASPHALT ARE (1) SOIL CEMENT DEMANDS HUMID CURING AND (2) THE BITUMINOUS STABILIZATION DEMANDS DRYING. THE RECOMMENDED TESTS FOR STUDYING BITUMINOUS STABILIZATION ARE THE CBR TESTS, THE BPCR TEST AND THE CONE PENETRATION TESTS. SEVERAL SPECIFIC METHODS ARE DESCRIBED, SUCH AS: SANDY SOILS CAN BE TREATED BY THE ENGLISH METHOD, "WEST SAND MIX", AND THE SOIL AND SAND MIXTURES ARE STABILIZED BY THE ANIONIC EMULSION OF LOW RUPTURE FOLLOWING THE ARGENTINE METHOD. WATER EMULSIONS EVAPORATE MORE RAPIDLY THAN THE SOLVENT OF CUT-BACK EVEN IF RAPID CURING IS EMPHASIZED. EXPERIENCE SHOWS THAT FINE SANDS (E.G. FROM HYDRAULIC FILLS OR DUNE SANDS) MAY BE EASILY STABILIZED BY IMPREGNATION WITH AN EMULSION OF DILUTED HARD ASPHALT (50/60). /RRI/]]></description>
      <pubDate>Sat, 30 Sep 1972 00:00:00 GMT</pubDate>
      <guid>https://trid.trb.org/View/98310</guid>
    </item>
    <item>
      <title>FACTORS INVOLVED IN STABILIZING SOILS WITH ASPHALTIC MATERIALS</title>
      <link>https://trid.trb.org/View/122857</link>
      <description><![CDATA[SOIL PROPERTIES ARE INVESTIGATED FOR DATA TO BE USED IN THE DESIGN OF SOIL-ASPHALT MIXTURES FOR STRUCTURAL USE. A SERIES OF CONSTANTS IS DEVELOPED TO GIVE INFORMATION ON THE PROPERTIES OF SOIL IN THE HIGHLY COMPACTED STATE IN WHICH IT IS EMPLOYED IN EARTH CONSTRUCTIONS. PRINCIPALS OF SOIL DESIGN ARE CONSIDERED. /AUTHOR/]]></description>
      <pubDate>Sun, 01 Aug 1971 00:00:00 GMT</pubDate>
      <guid>https://trid.trb.org/View/122857</guid>
    </item>
    <item>
      <title>TWO PROJECTS POINT UP GROWTH OF IN-PLACE SOIL STABILIZATION</title>
      <link>https://trid.trb.org/View/121745</link>
      <description><![CDATA[THE USE AND EFFICACY OF CEMENT, LIME, ASPHALT, LIMESTONE, FLYASH, SALT AND OTHER STABILIZING AGENTS, ARE ILLUSTRATED ON THE 114-MILE SOIL-ASPHALT ROAD FROM KHARTOUM TO WAD MEDANI IN SUDAN, AFRICA, AND ON THE 80 MILES OF SOIL-CEMENT BASE CITY STREETS IN EDMONTON, ALBERTA, CANADA, WHICH WERE STABILIZED AND PAVED IN 89 WORKING DAYS.]]></description>
      <pubDate>Sun, 01 May 1966 00:00:00 GMT</pubDate>
      <guid>https://trid.trb.org/View/121745</guid>
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