D 103.24/2:S-77-2
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Microearthquake monitoring at Corps of Engineers facilities / |
1 |
D 103.24/2:S-77-6
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Finite element analysis of a reinforced earth wall : final report / |
1 |
D 103.24/2:S-77-7
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Evaluation of laboratory suction tests for prediction of heave in foundation soils : final report / |
1 |
D103.24/2:S-77-8
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Analysis of permanent deformations of flexible airport pavements : final report / |
1 |
D 103.24/2:S-77-9
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Engineering behavior of pavement materials : state of the art / |
1 |
D 103.24/2:S-77-11
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Design and construction of continuously reinforced concrete airport pavements / |
1 |
D 103.24/2:S-77-12
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Airfield pavement smoothness requirements / |
1 |
D 103.24/2:S-78-1
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Strength and deformation properties of rock fill / |
1 |
D 103.24/2:S-78-2
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Study of feasibility of using Wissa-type piezometer probe to identify liquefaction potential of saturated fine sands / |
1 |
D 103.24/2:S-78-6
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Investigation of construction concepts for pavements across soft ground / |
1 |
D 103.24/2:S-78-7
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Predicting potential heave and heave with time in swelling foundation soils / |
1 |
D 103.24/2:S-78-8
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The deterioration and reliability of pavements / |
1 |
D 103.24/2:S-78-9
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Comparison between the strengths of undisturbed and reconstituted sands from Niigata, Japan / |
1 |
D 103.24/2:S-78-10
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Cyclic strength of undisturbed sands from Niigata, Japan / |
1 |
D 103.24/2:S-78-11
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Fabric analysis of undisturbed sands from Niigata, Japan / |
1 |
D 103.24/2:S-78-15
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Gyratory shear apparatus : design, testing procedures, and test results on undrained sand / |
1 |
D 103.24/2:S-78-16
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Effect of shear stress on dynamic bulk modulus of sand / |
1 |
D 103.24/2:S-78-17
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Feasibility study of an earth melting penetrator system for geoprospecting tunnel right-of-ways / |
1 |
D 103.24/2:SERDP-98-11
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Species profile Bachman's sparrow (Aimophila aestivalis) on military installations in the southeastern United States / |
1 |
D 103.24/2:SERDP-99-2
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Species profile wood stork (Mycteria americana) on military installations in the southeastern United States / |
1 |