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\"\"<\/figure>\n<\/div>\n\n\n

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\u0e25\u0e33\u0e14\u0e31\u0e1a<\/strong><\/strong><\/td>\u0e1b\u0e23\u0e30\u0e40\u0e20\u0e17\u0e1c\u0e25\u0e07\u0e32\u0e19<\/strong><\/strong><\/td>\u0e0a\u0e37\u0e48\u0e2d\u0e1c\u0e25\u0e07\u0e32\u0e19<\/strong><\/strong><\/td><\/tr>
1<\/td>\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22<\/td>Influence of Asphalt Emulsion Inclusion on Fly Ash\/Hydrated Lime Alkali-Activated Material<\/td><\/tr>
2<\/td>\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22<\/td>Characterization of a soil-rough structure interface using direct shear tests with varying cyclic amplitude and loading sequences under a large cyclic testing cycle condition<\/td><\/tr>
3<\/td>\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22<\/td>Non- OPC binder based on a hybrid material concept for sustainable road base construction towards a low-carbon society<\/td><\/tr>
4<\/td>\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22<\/td>Characteristics of Waste Iron Powder as a Fine Filler in a High-Calcium Fly Ash Geopolymer<\/td><\/tr>
5<\/td>\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22<\/td>Stabilized High Clay Content Lateritic Soil Using Cement-FGD Gypsum Mixtures for Road Subbase Applications<\/td><\/tr>
6<\/td>\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22<\/td>An examination of natural rubber modified asphalt: Effects of rubber latex contents based on macro- and micro-observation analyses<\/td><\/tr>
7<\/td>\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22<\/td>Dense-Graded Hot Mix Asphalt with 100% Recycled Concrete Aggregate Based on Thermal-Mechanical Surface Treatment<\/td><\/tr>
8<\/td>\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22<\/td>Development of alkali activated crushed rock for environmentally sustainable roadway rehabilitation<\/td><\/tr>
9<\/td>\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22<\/td>Investigation of hard-burn and soft-burn lime kiln dust as alternative materials for alkali-activated binder cured at ambient temperature<\/td><\/tr>
10<\/td>\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22<\/td>An Investigation of Sulfate Effects on Compaction Characteristics and Strength Development of Cement-Treated Sulfate Bearing Clay Subgrade<\/td><\/tr>
11<\/td>\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22<\/td>New theoretical framework for temperature-effect integration into asphalt concrete pavement life prediction with respect to Australian pavement conditions<\/td><\/tr>
12<\/td>\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22<\/td>Advanced Characteristics of Cement-Treated Material with respect to Strength Performance and Damage Evolution<\/td><\/tr>
13<\/td>\u0e1c\u0e25\u0e07\u0e32\u0e19\u0e27\u0e34\u0e08\u0e31\u0e22<\/td>Fatigue Assessment of Cement-Treated Base for Roads: An Examination of Beam-Fatigue Tests<\/td><\/tr>
14<\/td>\u0e15\u0e33\u0e23\u0e32\/\u0e2b\u0e19\u0e31\u0e07\u0e2a\u0e37\u0e2d<\/td>\u0e27\u0e31\u0e2a\u0e14\u0e38\u0e18\u0e23\u0e13\u0e35\u0e02\u0e31\u0e49\u0e19\u0e2a\u0e39\u0e07 \u0e2a\u0e33\u0e2b\u0e23\u0e31\u0e1a\u0e01\u0e32\u0e23\u0e27\u0e34\u0e40\u0e04\u0e23\u0e32\u0e30\u0e2b\u0e4c\u0e41\u0e25\u0e30\u0e2d\u0e2d\u0e01\u0e41\u0e1a\u0e1a\u0e0a\u0e31\u0e49\u0e19\u0e17\u0e32\u0e07 Advanced Geomaterials for Pavement Analysis and Design<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n

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