Geotechnical properties of gas oil-contaminated kaolinite

被引:133
作者
Khosravi, Elahe [1 ]
Ghasemzadeh, Hasan [1 ]
Sabour, Mohammad Reza [1 ]
Yazdani, Hessam [2 ]
机构
[1] KN Toosi Univ Technol, Fac Civil Engn, Tehran 19697, Iran
[2] Univ Oklahoma, Sch Civil Engn & Environm Sci, Norman, OK 73019 USA
关键词
Clay; Compressibility; Diesel; Fine-grained soils; Pollution; Shear strength; EFFECTIVE STRESS CONCEPT; FINE-GRAINED SOILS; PETROLEUM-HYDROCARBONS; SATURATED CLAYS; SHEAR-STRENGTH; KUWAITI SAND; COMPRESSIBILITY; BEHAVIOR;
D O I
10.1016/j.enggeo.2013.08.004
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The leakage of petroleum products contaminates the soil and changes its physical and mechanical properties. This paper is a part of an extensive laboratory program aimed at promoting greater understanding of the influence of petroleum-derived contaminants on the geotechnical properties of soils. The laboratory tests included basic properties, Atterberg limits, consolidation, direct shear, and unconfined compression tests, all of which were carried out on clean and contaminated kaolinite specimens at the same relative compactions. Contaminated specimens were prepared by mixing kaolinite with different gas oil contents. Results indicate an increase in the cohesion and a decrease in both the friction angle and compressibility of kaolinitic soils with increasing the gas oil content. Results are intended to provide an alternative to the treatment methods currently used in practice for petroleum-contaminated sites and help bridge/narrow the gap between research and practice in environmental protection of the sites. (C) 2013 Elsevier B.V. All rights reserved.
引用
收藏
页码:11 / 16
页数:6
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