| 1 |
ASTM, D698-12 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ ft3(600 kN-m/m3)). |
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| 2 |
ASTM, D4718-87 (2007) Standard Practice for Correction of Unit Weight and Water Content for Soils Containing Oversize Particles. |
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| 3 |
Estimation of strength and deformation properties of Quaternary caliche deposits  |
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| 4 |
FHWA (1997) “Mechanically Stabilized Earth Walls and Reinforced Soil Slopes, Design and Construction Guidelines”, Report Number FHWA-SA-96-071, contract DTFH 61-93-C- 000145. |
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| 5 |
Failure Mechanism in Geogrid-Reinforced Segmental Walls: Experimental Implications.  |
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| 6 |
Numerical Investigation of the Effects of Geosynthetic Spacing on Failure Mechanisms in MSE Block Walls  |
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| 7 |
Reeves Jr., C.C. (1976) Caliche: Origin, Classification, Morphology and Uses, Estacado Books, Lubbock. 233p. |
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| 8 |
Geotechnical properties of Kuwaiti “gatch” and their improvement  |
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| 9 |
Compaction Control of Earth-Rock Mixtures: A New Approach  |
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| 10 |
U.S. Bureau of Reclamation (1998) “Procedure for Performing Laboratory Compaction of Soils Containing Gravel”, Earth Manual, Part1, Method USBR 5515-89, pp. 477-495. |
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| 11 |
Wilding, L.P., Woodruff, C.M., and Owens, P.R. (2001) Caliche Soils as a Filter Medium for Treatment and Disposal of Waste water, Final Report. |
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| 12 |
Zhou, J. and Chafetz, H.S. (2009) “Biogenic Caliches in Texas: The role of organisms and effect of climate”, Sedimentary Geology, Vol. 222, pp. 207-225. |
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