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Record #84680:
- #84680
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MARC recordResilient modulus of freeze-thaw affected granular soils for pavement design and evaluation. Part 3. Laboratory tests on soils from Albany County Airport / David M. Cole, Diane L. Bentley, Glenn D. Durell, Thaddeus C. Johnson.
| Title: | Resilient modulus of freeze-thaw affected granular soils for pavement design and evaluation. Part 3. Laboratory tests on soils from Albany County Airport / David M. Cole, Diane L. Bentley, Glenn D. Durell, Thaddeus C. Johnson. |
| Author(s): | Cole, David M. Bentley, Diane L. Durell, Glenn D. Johnson, Thaddeus C. |
| Date: | 1987. |
| Publisher: | Hanover, NH: US Cold Regions Research and Engineering Laboratory |
| In: | CRREL Report. (1987.), Vol. 87-2 (1987) |
| Abstract: | Laboratory testing procedures allow simulation of gradual increase in stiffness found in frost-susceptible soils after thawing. Resilient modulus is expressed in nonlinear model in terms of applied stresses, soil moisture tension level (for unfrozen soil), unfrozen water content (for frozen soil) and dry density. |
| Notes: | CRREL Report. Vol. 87-2 :iii, 36 p. (1987). |
| Keywords: | 624.139.26 -- Bearing capacity of ground, effects of freezing and thawing. 629.7.085 -- Airports, runways and air fields. E12 -- Glaciology: frozen ground / snow and ice engineering. |
| SPRI record no.: | 84680 |
LDR 01368naa#a2200000#a#4500 001 SPRI-84680 005 20240418124445.0 007 ta 008 240418s1987####nhua##|##|###|0||#0|eng#d 035 ## ‡aSPRI-84680 040 ## ‡aUkCU-P‡beng‡eaacr 245 00 ‡aResilient modulus of freeze-thaw affected granular soils for pavement design and evaluation. Part 3. Laboratory tests on soils from Albany County Airport /‡cDavid M. Cole, Diane L. Bentley, Glenn D. Durell, Thaddeus C. Johnson. 260 ## ‡aHanover, NH :‡bUS Cold Regions Research and Engineering Laboratory,‡c1987. 300 ## ‡aiii, 36 p. :‡bdiags., tables. 500 ## ‡aCRREL Report. Vol. 87-2 :iii, 36 p. (1987). 520 3# ‡aLaboratory testing procedures allow simulation of gradual increase in stiffness found in frost-susceptible soils after thawing. Resilient modulus is expressed in nonlinear model in terms of applied stresses, soil moisture tension level (for unfrozen soil), unfrozen water content (for frozen soil) and dry density. 650 07 ‡a624.139.26 -- Bearing capacity of ground, effects of freezing and thawing.‡2udc 650 07 ‡a629.7.085 -- Airports, runways and air fields.‡2udc 650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local 700 1# ‡aCole, David M. 700 1# ‡aBentley, Diane L. 700 1# ‡aDurell, Glenn D. 700 1# ‡aJohnson, Thaddeus C. 773 0# ‡7nnas ‡tCRREL Report. ‡gVol. 87-2 (1987) ‡wSPRI-54834 917 ## ‡aUnenhanced record from Muscat, imported 2019 948 3# ‡a20240418