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    <title>Transport Research International Documentation (TRID)</title>
    <link>https://trid.trb.org/</link>
    <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>
      <url>https://trid.trb.org/Images/PageHeader-wTitle.jpg</url>
      <link>https://trid.trb.org/</link>
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    <item>
      <title>EMBANKMENT-DAM ENGINEERING</title>
      <link>https://trid.trb.org/View/1074909</link>
      <description><![CDATA[AFTER A BIOGRAPHY OF CASAGRANDE, ELEVEN ARTICLES ARE PRESENTED ON THE FOLLOWING THEMES. IN-SITU TESTS ON COMPACTED ROCK FILL DAMS; CONTROL OF PERCOLATION IN EARTH DAMS; CALCULATION OF SLOPE STABILITY; FLOW THROUGH ROCK FILL DAMS; MECHANICAL CHARACTERISTICS OF ROCK FILL DAMS; INFLUENCE OF FACTORS OTHER THAN TECHNICAL FACTORS ON THE QUALITY OF EARTH AND ROCK FILL DAMS;  MOVEMENTS OF JOINTED PIPES IN EARTH DAMS ON COMPRESSIBLE FOUNDATIONS; STABILITY OF EARTH AND ROCK FILL DAMS DURING EARTHQUAKES; CRACKING IN DAMS; PREPARATION OF ROCK FOUNDATIONS FOR EARTH AND ROCK FILL DAMS. AN INCLUSIVE  BIBLIOGRAPHY ON TEXTBOOKS AND RESEARCH REPORTS COMPILED BY A. CASAGRANDE  IS APPENDED.]]></description>
      <pubDate>Sun, 21 Nov 2010 14:48:17 GMT</pubDate>
      <guid>https://trid.trb.org/View/1074909</guid>
    </item>
    <item>
      <title>BEHAVIOUR OF THE ASPHALTIC CONCRETE WATERTIGHT FACINGS OF DAMS OF HYDRAULICS STATE SECRETARIAT IN ALGERIA</title>
      <link>https://trid.trb.org/View/1071999</link>
      <description><![CDATA[BUILT BETWEEN 1926 AND 1938, THE GHRIB DAM ACROSS THE OUED CHELIFF WAS ONE OF THE FIRST ROCK FILL DAMS WITH AN UPSTREAM ASPHALTIC CONCRETE CORE. THE FIRST PART OF THIS REPORT DEALS WITH: (1) THE COMPOSITION OF THE WATERTIGHT FACING, SERVICE BEHAVIOUR (REMOVAL IN 1953 OF THE POROUS CONCRETE THERMAL PROTECTIVE LAYER-CRACKING AND HEAVING SINCE 1963-LOCAL REPAIRS); (3) PRESENT STATE OF THE ASPHALTIC CONCRETE; (4) STABILITY OF A THIN SLAB IN AN  INCLINED WALL (SELECTION OF A REPAIR METHOD: THIN REINFORCED CONCRETE CURTAIN); (5) EFFECT OF A POSSIBLE RISE IN THE MAXIMUM WATER LEVEL. THE SECOND PART DEALS WITH THE BOU-HANIFA DAM BUILT BETWEEN 1930 AND 1941 OVER THE  OUED EL HAMMAM. THE ASPHALTIC CONCRETE CORE BEHAVIOUR HAS ENSURED THE SATISFACTORY PROTECTION OF THE STRUCTURE. IN THE THIRD PART, DETAILS ARE GIVEN OF THE SARNO DAM BUILT BETWEEN 1947 AND 1954 OVER THE OUED SARNO, THE ASPHALTIC CONCRETE CORE OF WHICH HAS BEEN ENTIRELY SATISFACTORY. FOR THE COVERING ABSTRACT OF THE CONFERENCE, SEE IRRD ABSTRACT NO. 102580.]]></description>
      <pubDate>Sun, 21 Nov 2010 13:13:53 GMT</pubDate>
      <guid>https://trid.trb.org/View/1071999</guid>
    </item>
    <item>
      <title>IMPERVIOUS MATERIALS AND SLOPE PROTECTION AT RAMGANGA DAMS</title>
      <link>https://trid.trb.org/View/1071998</link>
      <description><![CDATA[AMONG THE HIGH DAMS BUILT BETWEEN 1965 AND 1975 ON FOUNDATIONS SUSCEPTIBLE TO EROSION IN THE HIMALAYA, THE RAMGANGA DAMS HAVE THE STEEPEST SLOPES. THE MAIN DAM, 126 M HIGH, HAS A CENTRAL CORE; THE U-SHAPED DAM, 72 M HIGH,  HAS A SLOPING CORE. DETAILS ARE GIVEN OF THE MATERIALS USED AND METHODS EMPLOYED FOR THEIR PROTECTION. FOR THE COVERING ABSTRACT OF THE CONFERENCE, SEE IRRD ABSTRACT NO. 102580.]]></description>
      <pubDate>Sun, 21 Nov 2010 13:13:49 GMT</pubDate>
      <guid>https://trid.trb.org/View/1071998</guid>
    </item>
    <item>
      <title>THE IMPERVIOUS SYSTEM OF THE MATTMARK DAM</title>
      <link>https://trid.trb.org/View/1071997</link>
      <description><![CDATA[THE MATERIAL, FROM WHICH THE CORE IS MADE, COMES FROM THE DIFFERENT TYPES  OF MORAINE FOUND ALONG THE LEFT SIDE OF THE MAIN VALLEY. THEY ARE PARTICULARLY POOR IN CLAYEY PARTICLES SO THAT THE SILT FRACTION ALONE (D INFERIOR OR EQUAL TO 0,06 MM) ENSURES THE IMPERVIOUSNESS OF THE DEPOSIT. THE AVERAGE DARCY COEFFICIENT VALUE CORRESPONDING TO THIS PARTICLE SIZE DISTRIBUTION IS RELATIVELY HIGH, BUT THE PORE WATER PRESSURES DUE TO COMPACTION REMAIN VERY LOW. BECAUSE OF OVER OPTIMISTIC PRELIMINARY TEST RESULTS CONCERNING IMPERVIOUSNESS, A CONSTANT EFFORT HAD TO BE MADE DURING CONSTRUCTION FOR  THE ELIMINATION OF COARSE ELEMENTS. THE FORMATION OF GRAVEL POCKETS WAS AVOIDED THROUGH THE CAREFUL LAYING OF THE MATERIAL IN LAYERS NOT EXCEEDING. 15 CM IN THICKNESS. NUMEROUS TESTS WERE CARRIED OUT DURING CONSTRUCTION OF THE CORE FOR CONTROLLING THE CHARACTERISTICS OF THE LATTER. HYDROSTATIC  PIEZOMETERS, WHICH OPERATE WITHOUT LOSSES; FACILITATE THE OBSERVATIONS OF INTERNAL PRESSURES INSIDE THE CORE. MEASUREMENT RESULTS SHOW THAT THEIR PRESSURES VARY AS A FUNCTION OF POOL ELEVATION CYCLES. FOR THE COVERING ABSTRACT OF THE CONFERENCE, SEE IRRD ABSTRACT NO. 102580.]]></description>
      <pubDate>Sun, 21 Nov 2010 13:13:47 GMT</pubDate>
      <guid>https://trid.trb.org/View/1071997</guid>
    </item>
    <item>
      <title>INTERNAL IMPERVIOUS CORES</title>
      <link>https://trid.trb.org/View/1071996</link>
      <description><![CDATA[THIS PAPER DESCRIBES THE EVOLUTION IN PRESENT TENDENCIES IN INTERNAL IMPERVIOUS CORES: (1) CYCLOPEAN ASPHALTIC MORTAR CORE CONSISTING OF BITUMINOUS  MORTAR AND STONE AGGREGATES. THIS MIXTURE IS PREPARED BY SIMULTANEOUSLY POURING BOTH INGREDIENTS IN SPECIAL FORMWORKS. CORE AND EMBANKMENT PROGRESS SIMULTANEOUSLY. (2) SLURRY TRENCH WALLS: THICK WALLS AND THIN DIAPHRAGMS, WHICH HAVE BEEN USED EXTENSIVELY OVER THE LAST 15 YEARS. THE EVOLUTION IN LAYING METHODS HAS LED TO AN IMPROVED ADAPTATION OF THE TECHNIQUES TO LOCAL CONDITIONS, AN INCREASE IN CONSTRUCTION EFFICIENCY, AND A DECREASE IN COSTS. THE SLURRY TRENCH WALL METHOD HAS BEEN MAINLY USED IN FRANCE IN DYKES BUILT WITH IN-SITU SOIL. (3) THE INJECTION CORE TECHNIQUE, WHICH CONSISTS IN BUILDING FIRST A SUPPORTING ROCK SHELL AND THEN INJECTING A WATER TIGHT INTERNAL GROUT CURTAIN OF CEMENT GROUT FOAM. THIS LAST TECHNIQUE IS STILL AT THE EXPERIMENTAL STAGE, AND INVESTIGATIONS ARE STILL CARRIED OUT TO  DETERMINE THE LIMITS OF APPLICATION. FOR THE COVERING ABSTRACT OF THE CONFERENCE, SEE IRRD ABSTRACT NO. 102580.]]></description>
      <pubDate>Sun, 21 Nov 2010 13:13:45 GMT</pubDate>
      <guid>https://trid.trb.org/View/1071996</guid>
    </item>
    <item>
      <title>NEW MATERIALS FOR WATERTIGHT FACINGS - STATE OF THE ART OF RESEARCH AND FIRST STRUCTURES BUILT IN FRANCE</title>
      <link>https://trid.trb.org/View/1071995</link>
      <description><![CDATA[THE EVOLUTION IN WATERTIGHT FACING TECHNIQUES LED TO INVESTIGATIONS INTO NEW MATERIALS SUCH AS PITCH/VINYL, THIN FACINGS AND REINFORCED EARTH. THE FOLLOWING ASPECTS ARE STUDIED IN THIS REPORT: (1) PITCH-VINYL CONCRETE, WHICH IS APPLIED LIKE CONVENTIONAL ASPHALTIC CONCRETE, HAS IMPROVED CHARACTERISTICS: CREEP, FLEXIBILITY, BETTER WATERPROOFING FOR JOINTS AND IMPERVIOUSNESS. OPTIMUM COMPACTION TEMPERATURES ARE AROUND 50 TO 100 DEGREES, AND LACK OF CREEP FACILITATES AN INCREASE IN BINDER CONTENT WHILE IMPROVING THE  IMPERVIOUSNESS OF THE JOINTS. IT SEEMS POSSIBLE TO ENVISAGE THE USE OF ONE-COURSE FACINGS, THUS ELIMINATING MOST OF THE DIFFICULTIES OF APPLICATION OF ASPHALTIC CONCRETE; (2) EASY TO HANDLE, BUTYLRUBBER HAS ONLY BEEN USED FOR SMALL BASINS AND DYKES. ITS CHARACTERISTICS ARE BECOMING BETTER KNOWN, BUT ITS THINNESS MAKES IT VULNERABLE WITHOUT PROTECTION. WHEN SUBJECTED  TO STRESSES OR DEFORMATIONS EXCEEDING A GIVEN THRESHOLD, IT IS SUBJECT TO ACCELERATED AGEING; (3) RESEARCH WAS ALSO CONDUCTED INTO REINFORCED EARTH FOR USE IN HYDRAULIC STRUCTURE. FOR THE COVERING ABSTRACT OF THE CONFERENCE, SEE IRRD ABSTRACT NO. 102580.]]></description>
      <pubDate>Sun, 21 Nov 2010 13:13:44 GMT</pubDate>
      <guid>https://trid.trb.org/View/1071995</guid>
    </item>
    <item>
      <title>WATERPROOFING AND PROTECTION OF THE SLOPES OF DAMS BUILT WITH LOCAL MATERIALS IN RUMANIA</title>
      <link>https://trid.trb.org/View/1071994</link>
      <description><![CDATA[DAMS, 15 TO 120M HIGH, HAVE BEEN OR ARE BEING BUILT IN RUMANIA. FOLLOWING  THEIR CONSTRUCTION, THE FOLLOWING OBSERVATIONS WERE MADE: (1) FOR DAMS WITH A HEIGHT UP TO 45 TO 50 M, CONCRETE OR ASPHALTIC CONCRETE FACINGS SEEM  TO BE THE BEST WATERPROOFING TREATMENT FOR THE UPSTREAM FACE BECAUSE THEY ENABLE CONSTRUCTION OPERATIONS TO BE CARRIED OUT UP TO 300 DAYS DURING ONE YEAR, (2) FOR DAMS HIGHER THAN 50 M, A CLAY CORE SEEMS MORE SUITABLE IF  NATURAL RESERVES ARE AVAILABLE. IN WIDE VALLEYS, WHEN THE WATERPROOFING MATERIAL CONTAINS A SMALLER PROPORTION OF CLAY, THE CORE IS PLACED VERTICALLY AND SYMMETRICALLY TO THE AXIS OF THE DAM. FOR NARROW VALLEYS WHEN THE WATERPROOFING MATERIAL HAS A HIGHER CLAY CONTENT, THIN ARCHED CORES, SLIGHTLY SLOPING UPSTREAM, ARE RECOMMENDED; (3) WHEN THERE IS NO SUITABLE CLAYEY MATERIAL, CONCRETE OR ASPHALTIC CONCRETE FACINGS SHOULD BE USED. FOR THE  COVERING ABSTRACT OF THE CONFERENCE, SEE IRRD ABSTRACT NO. 102580.]]></description>
      <pubDate>Sun, 21 Nov 2010 13:13:42 GMT</pubDate>
      <guid>https://trid.trb.org/View/1071994</guid>
    </item>
    <item>
      <title>THE ASPHALT SEALING MEMBRANE OF THE DAM OF LECH POWER PLANT PREM</title>
      <link>https://trid.trb.org/View/1071992</link>
      <description><![CDATA[TO OBTAIN AN EVEN EXTERNAL SEALING MEMBRANE, A 12 CM-THICK ASPHALTIC CONCRETE LAYER WAS USED FOR THE SIDE DAMS WHICH ARE APPROXIMATELY 3 KM LONG AND UP TO 18 M HIGH. CONTINUOUS TESTS WERE CARRIED OUT DURING THE CONSTRUCTION, THE RESULTS OF WHICH SHOW THAT THE DESIRED QUALITIES WERE OBTAINED. BECAUSE OF THE IMPERVIOUSNESS TEST RESULTS AND OF THE LOW PORE VOLUME, ADDITIONAL WATERPROOFING MEASURES WERE JUDGED UNNECESSARY. DURING THE FILLING OF THE DAMS AND THEIR SUBSEQUENT OPERATION, NO DEFECTS OCCURRED. FOR THE COVERING ABSTRACT OF THE CONFERENCE, SEE IRRD ABSTRACT NO. 102580.]]></description>
      <pubDate>Sun, 21 Nov 2010 13:13:39 GMT</pubDate>
      <guid>https://trid.trb.org/View/1071992</guid>
    </item>
    <item>
      <title>FRENCH EXPERIENCE WITH UPSTREAM ASPHALTIC CONCRETE FACING MEMBRANE</title>
      <link>https://trid.trb.org/View/1071991</link>
      <description><![CDATA[USING THE EXPERIENCE ACQUIRED DURING THE CONSTRUCTION AND OPERATION OF DAMS IN FRANCE, THE MEMBERS OF THE WORKING GROUP CITE THE VARIOUS ASPECTS REQUIRING SPECIAL ATTENTION FROM THE PROJECT AND CONSTRUCTION ENGINEERS. SUGGESTIONS ARE MADE WHICH SHOULD ENABLE HIGH-QUALITY STRUCTURES TO BE BUILT.  THE VARIOUS ASPECTS STUDIED ARE: SLOPE GRADIENT, PREPARATION OF THE FORMATION, NUMBER AND THICKNESS OF WATERPROOF LAYERS, CUT-OFF WALL CONNECTIONS, ASPHALTIC CONCRETE MIX DESIGN, MANUFACTURE OF ASPHALTIC CONCRETE, CONSTRUCTION METHODS, CONTROL OF PERMEABILITY DURING CONSTRUCTION, WATERPROOFING  PROTECTION, PERVIOUS ASPHALTIC CONCRETE PROTECTIVE LAYERS, OPERATIONAL CONTROL. FOR THE COVERING ABSTRACT, SEE IRRD ABSTRACT NO 102580.]]></description>
      <pubDate>Sun, 21 Nov 2010 13:13:36 GMT</pubDate>
      <guid>https://trid.trb.org/View/1071991</guid>
    </item>
    <item>
      <title>ELEVENTH INTERNATIONAL CONGRESS ON HYDRODAMS. QUESTION 42: WATERPROOFING DEVICE AND PROTECTION OF THE SLOPES OF EARTH-AND ROCK-FILL DAMS</title>
      <link>https://trid.trb.org/View/1071990</link>
      <description><![CDATA[THIS VOLUME DEALS WITH THE FOLLOWING: (1) WATERPROOFING DEVICES: (A) LOCATION, CORE, UPSTREAM MEMBRANE, INFLUENCE OF THE CURVATURE; (B) MATERIALS, PUDDLE, CONCRETE, BITUMINOUS MIXTURES; (C) CONSTRUCTION METHODS AND EQUIPMENT; (D) QUALITY CONTROL TESTS AND PRACTICAL EXPERIENCE, AGEING. (2) SLOPE  PROTECTION: (A) MATERIALS, RIPRAP, SOIL-CEMENT, MISCELLANEOUS TECHNIQUES; (B) QUALITY OBTAINED. SEE ALSO IRRD ABSTRACTS NOS. 102581 TO 102595.]]></description>
      <pubDate>Sun, 21 Nov 2010 13:13:35 GMT</pubDate>
      <guid>https://trid.trb.org/View/1071990</guid>
    </item>
    <item>
      <title>GEOTECHNICS MANUAL</title>
      <link>https://trid.trb.org/View/1071786</link>
      <description><![CDATA[THIS BOOK SUMMARIZES THE MAIN PROBLEMS ARISING FROM THE LINEAR OR NON-LINEAR BEHAVIOUR OF SOIL AND ROCK. IT OFFERS SOLUTIONS TO THE MAJORITY OF FOUNDATION PROBLEMS, CIVIL ENGINEERING PRACTICE, SOIL AND ROCK MECHANICS. THE  FOLLOWING TOPICS ARE DEALT WITH: (1) INTRODUCTION TO SOIL MECHANICS; (2)  SOIL AND THE ENGINEER; (3) RHEOLOGICAL BEHAVIOUR OF SOIL; (4) INTRODUCTION TO THE THEORY OF SOIL MECHANICS; (5) SLOPE STABILITY AND STABILITY OF RETAINING WALLS; (6) HIGHWAYS AND ENGINEERING STRUCTURES; (7) COMPACTION; (8) BEARING CAPACITY AND SETTLEMENT OF SHALLOW FOUNDATIONS; (9) BEARING CAPACITY AND SETTLEMENT OF DEEP FOUNDATIONS; (9) EARTH FILE DAM; (10) ROCK MECHANICS; (11) EQUILIBRIUM OF UNDERGROUND STRUCTURES.]]></description>
      <pubDate>Sun, 21 Nov 2010 13:08:48 GMT</pubDate>
      <guid>https://trid.trb.org/View/1071786</guid>
    </item>
    <item>
      <title>INDEX OF TECHNICAL STANDARDISATION</title>
      <link>https://trid.trb.org/View/1069206</link>
      <description><![CDATA[THIS INDEX GROUPS THE LAWS, ORDERS IN COUNCIL, DECREES, MINISTERIAL ORDERS, OFFICIAL ORDERS OR RESOLUTIONS AND INCLUDES STANDARDISED DEALING TOTALLY OR IN PART, WITH PUBLIC WORKS.  IT INCLUDES ALSO SIMILAR DOCUMENTS OR INSTRUCTIONS PUBLISHED BY MINISTERIAL AGENCIES OR CONNECTED WITH THEM, WHICH  HAVE NOT BEEN MADE THE OBJECT OF SPECIAL PROVISIONS.  THESE INCLUDE STANDARDS PERTAINING TO THE PLANNING THE EXECUTION AND OPERATION OF THE WORKS AND SERVICES, AS WELL AS THE CONDITIONS OF ACCEPTANCE FOR THE MATERIALS USED.  PURELY ADMINISTRATIVE FUNCTIONS HAVE BEEN EXCLUDED.  THE CLAUSES CONCERN ONLY CATEGORY, DATE AND TITLE.  THE LEGISLATION IS GROUPED IN FIVE LARGE PARTS CORRESPONDING TO FOUR GENERAL FIELDS (HIGHWAYS, HYDRAULIC STRUCTURES, PORTS AND LAND TRANSPORT) AND TO THE PROBLEMS WHICH THEY HAVE IN COMMON.  OTHER CLASSIFICATIONS ARE GIVEN AS A FUNCTION OF THE MOST COMMONLY USED CONCEPTS (TOLL MOTORWAYS, FOUNDATIONS, TUNNELS, ETC.)]]></description>
      <pubDate>Sun, 21 Nov 2010 11:36:38 GMT</pubDate>
      <guid>https://trid.trb.org/View/1069206</guid>
    </item>
    <item>
      <title>JAI KRISHNA VOLUME ON EARTHQUAKE ENGINEERING</title>
      <link>https://trid.trb.org/View/1068409</link>
      <description><![CDATA[THE INDIAN SOCIETY OF SEISMIC TECHNOLOGY, HAS PUBLISHED, ON THE OCCASION OF THE 60TH BIRTHDAY OF DR. JAI KRISHNA, A COMMEMORATIVE VOLUME ON THE SEISMIC DESIGN OF STRUCTURES. THANKS TO THE COOPERATION OF A LARGE NUMBER OF RESEARCH WORKERS, IT WAS POSSIBLE TO COVER THE VARIED ASPECTS OF THE SUBJECT.  IN EIGHTEEN CHAPTERS, THE BOOK DESCRIBES THE CURRENT STATE OF TECHNOLOGY: (1) EARTHQUAKES IN INDIA; (2) MAP OF SEISMIC ZONES IN INDIA; (3) MEASUREMENT OF LARGE MOVEMENTS IN SEISMIC CONSTRUCTION; (4) SEISMIC DATA FOR THE DESIGN OF STRUCTURES; (5) SEISMIC RESEARCH FOR HYDROELECTRIC PROJECTS; (6) RESEARCH ON THE PREDICTION OF EARTHQUAKES IN INDIA; (7) CONSTRUCTION OF BUILDINGS IN BRICKS RESISTANT TO EARTH TREMORS; (8) BEHAVIOUR AND SEISMIC DESIGN OF MULTI-STOREY STRUCTURES; (9) STRUCTURES OF THE CHIMNEY TYPE; (10) DESIGN AND CONSTRUCTION OF BEAM BRIDGES IN SEISMIC REGIONS; (11) DESIGN OF SPECIAL EARTHQUAKE-RESISTING STRUCTURES; (12) DYNAMIC RESPONSE OF STRUCTURES SUSPENDED BY MEANS OF CABLES; (13) DYNAMIC BEHAVIOUR OF GRAVITY DAMS; (14) DESIGN AND CONSTRUCTION OF EARTH AND ROCKFILL DAMS IN SEISMIC REGIONS; (15) LIQUEFACTION OF SANDS; (16) ASEISMIC DESIGN OF FOUNDATIONS; (17) BEHAVIOUR OF RETAINING WALLS DURING EARTHQUAKES; (18) STABILITY OF EARTH  SLOPES DURING EARTHQUAKES.]]></description>
      <pubDate>Sun, 21 Nov 2010 11:10:06 GMT</pubDate>
      <guid>https://trid.trb.org/View/1068409</guid>
    </item>
    <item>
      <title>CONCRETE TECHNOLOGY REPORTS 1973</title>
      <link>https://trid.trb.org/View/1065698</link>
      <description><![CDATA[RHEOLOGICAL PROPERTIES OF CEMENT PASTE AND FRESH CONCRETE (MEASUREMENTS OF THE FLOW BEHAVIOUR OF HARDENED CEMENT PASTE AND CEMENT MORTARS OF VARIOUS COMPOSITIONS BY MEANS OF THE ROTATION RHEOMETER).  DAM CONSTRUCTION AND SLOPE CLADDING WITH SOIL-CEMENT (LABORATORY TESTS WITH CEMENT STABILIZED SOILS; CALCULATION METHODS FOR REPETITIVE LOADING AND SEEPAGE OF CEMENT STABILIZED SLOPES).  AIR VOID CONTENT OF CONVENTIONAL CONCRETES.]]></description>
      <pubDate>Sun, 21 Nov 2010 09:58:45 GMT</pubDate>
      <guid>https://trid.trb.org/View/1065698</guid>
    </item>
    <item>
      <title>SETTLEMENT OF THE SUBSOIL UNDER EMBANKMENTS</title>
      <link>https://trid.trb.org/View/1065296</link>
      <description><![CDATA[FOR MEASURING THE SETTLEMENT OF THE SUBSOIL UNDER EMBANKMENTS, A NEW SETTLEMENT METER WAS DEVELOPED OF THE "COMMUNICATING VESSEL" TYPE.  THIS ARTICLE DESCRIBES THE PRINCIPLE OF THIS APPARATUS AND GIVES THE RESULTS OF MEASUREMENTS MADE OVER 2 TO 3 YEARS ON MOTORWAY EMBANKMENTS AND ON A 35 M HIGH  EARTH DAM.  THE 6 KM MOTORWAY SECTION WAS BUILT ON PEATY SUBSOIL WHICH WAS PRELOADED.]]></description>
      <pubDate>Sun, 21 Nov 2010 09:22:57 GMT</pubDate>
      <guid>https://trid.trb.org/View/1065296</guid>
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