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Selected Water Resources Abstracts

Selected Water Resources Abstracts PDF Author:
Publisher:
ISBN:
Category : Water
Languages : en
Pages : 732

Book Description


Selected Water Resources Abstracts

Selected Water Resources Abstracts PDF Author:
Publisher:
ISBN:
Category : Water
Languages : en
Pages : 732

Book Description


Frost-protected Shallow Foundations

Frost-protected Shallow Foundations PDF Author:
Publisher: DIANE Publishing
ISBN: 1428987029
Category :
Languages : en
Pages : 31

Book Description


Measurement of Frost Heave Forces on H-piles and Pipe Piles

Measurement of Frost Heave Forces on H-piles and Pipe Piles PDF Author: Jerome B. Johnson
Publisher:
ISBN:
Category : Frost heaving
Languages : en
Pages : 64

Book Description
The magnitude and variation of forces and shear stresses, caused by frost heaving in Fairbanks silt and the adfreeze effects of a surface ice layer and a gravel layer, were determined as a function of depth by using electric strain gauges along the upper 2.75 m of a pop pile, 30.5-cm I.D. x 0.95-cm wall, and an H-pile, 25.4-cm web x 85 kg/lineal m. The peak frost heaving forces on the H-pile for three consecutive winter seasons (1982-1985) were 752,790 and 802 kN, respectively. Peak frost heaving forces on the pipe pile of 1118 and 1115 kN were determined only for the second and third winter seasons. Maximum average shear stresses acting on the H-pile were 256,348 and 308 kPa during the three winter seasons. Maximum average shear stresses acting on the pipe pile were 627 and 972 kPa for the second and third winter seasons. Ice collars were placed around the tops of both piles during the first and third winter seasons to measure the adfreeze effects of a surface ice layer. The ice layer may have contributed 15 to 20% of the peak forces measured on the piles. A 0.6-m-thick gravel layer replaced the soil around the tops of both piles for the second and third winter seasons to measure the adfreeze effects of a gravel backfill. The gravel layer on the H-pile may have contributed about 35% of the peak forces measured. Maximum heaving forces and shear stresses occurred during periods of maximum cold and soil surface heave magnitude. These were not related to the depth of frost penetration for most of the winter since forst was present at all depths extending to the permafrost table. (mjm).

General Design Standards

General Design Standards PDF Author: United States. Bureau of Reclamation
Publisher:
ISBN:
Category : Building
Languages : en
Pages : 222

Book Description


Water Systems Operation and Maintenance Workshop, 1992

Water Systems Operation and Maintenance Workshop, 1992 PDF Author:
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 560

Book Description


Frost Action in Soil Foundations and Control of Surface Structure Heaving

Frost Action in Soil Foundations and Control of Surface Structure Heaving PDF Author: Chester W. Jones
Publisher:
ISBN:
Category : Frost heaving
Languages : en
Pages : 69

Book Description


Water Systems Management Workshop

Water Systems Management Workshop PDF Author:
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 534

Book Description


Water Systems Operation and Maintenance Workshop ... Session Notes

Water Systems Operation and Maintenance Workshop ... Session Notes PDF Author:
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 588

Book Description


Monthly Catalog of United States Government Publications

Monthly Catalog of United States Government Publications PDF Author:
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages :

Book Description


Monthly Catalogue, United States Public Documents

Monthly Catalogue, United States Public Documents PDF Author:
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 1092

Book Description