作者: Mousa F Attom , Munjed M Al-Sharif
DOI: 10.1016/S0169-1317(98)00007-6
关键词: Soil water 、 Soil stabilization 、 Swelling pressure 、 Void ratio 、 Atterberg limits 、 Pulp and paper industry 、 Compressive strength 、 Geotechnical engineering 、 Swelling 、 Environmental science 、 Compaction
摘要: Abstract A new material is used as a soil stabilizing agent. This paper proposes partial solution to the problems associated with increase of olive waste in Jordan. Burned evaluated for use stabilizer. Chemical analysis was performed identify constituents after burning at 550°C. laboratory study consisted following tests on samples treated burned waste: Atterberg Limits, Unconfined Compressive Strength, Standard Proctor Density, and Swelling Pressure tests. It found that addition 2.5% by weight will unconfined compressive strength maximum dry density, while 7.5% ash minimizes swelling pressure soil. The percentages greater than decrease both density strength. test results show promise this be stabilizer solve many its accumulation.