Geotechnical Analysis of Soil Sample PP-7 from EWU Palouse Prairie Restoration Site, Cheney, WA

Faculty Mentor

Richard Orndorff

Presentation Type

Poster

Start Date

5-8-2024 11:15 AM

End Date

5-8-2024 1:00 PM

Location

PUB NCR

Primary Discipline of Presentation

Geosciences

Abstract

The Eastern Washington University Palouse Prairie Restoration Project is a program set to restore 120 acres of Palouse Prairie to its native habitat, though currently leased as a no-till annual wheat field. The sand with silty fine soil lies atop 15,000-year-old Pleistocene loess and glaciofluvial deposits associated with the Channeled Scablands from the Great Missoula Floods. There were 9 different soil samples collected from the Palouse Prairie Restoration Project area. On Sept 21st, 2023, Group 7 collected soil sample PP-7 from 47.492747degreesN, -117.593442degreesW, and over 10 weeks, tested the specific gravity (ASTM D854), particle size distribution (ASTM D422, D7928), soil plasticity (ASTM D4318), soil compaction (ASTM D698), and unconfined compressive strength (ASTM D2166), to designate the Unified Soil Classification System (USCS). These soils were tested to determine what areas could maintain infrastructure related to restoration. Soil sample PP-7 displayed quantitative characteristics associated with poor soil stability, due to its low liquid limit according to the USCS.

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May 8th, 11:15 AM May 8th, 1:00 PM

Geotechnical Analysis of Soil Sample PP-7 from EWU Palouse Prairie Restoration Site, Cheney, WA

PUB NCR

The Eastern Washington University Palouse Prairie Restoration Project is a program set to restore 120 acres of Palouse Prairie to its native habitat, though currently leased as a no-till annual wheat field. The sand with silty fine soil lies atop 15,000-year-old Pleistocene loess and glaciofluvial deposits associated with the Channeled Scablands from the Great Missoula Floods. There were 9 different soil samples collected from the Palouse Prairie Restoration Project area. On Sept 21st, 2023, Group 7 collected soil sample PP-7 from 47.492747degreesN, -117.593442degreesW, and over 10 weeks, tested the specific gravity (ASTM D854), particle size distribution (ASTM D422, D7928), soil plasticity (ASTM D4318), soil compaction (ASTM D698), and unconfined compressive strength (ASTM D2166), to designate the Unified Soil Classification System (USCS). These soils were tested to determine what areas could maintain infrastructure related to restoration. Soil sample PP-7 displayed quantitative characteristics associated with poor soil stability, due to its low liquid limit according to the USCS.