1976
DOI: 10.1007/978-94-009-5707-7
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Principles of Engineering Geology

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Cited by 146 publications
(62 citation statements)
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“…These sedimentation rates served to calculate mass accumulation rates for phosphorus by multiplying [P] mg/g by the sedimentation rate (cm/ka) and rock density (Attewell and Farmer, 1976).…”
Section: Methodsmentioning
confidence: 99%
“…These sedimentation rates served to calculate mass accumulation rates for phosphorus by multiplying [P] mg/g by the sedimentation rate (cm/ka) and rock density (Attewell and Farmer, 1976).…”
Section: Methodsmentioning
confidence: 99%
“…6). The rock densities for black shales, marls, cherts and limestones were taken from Attewell and Farmer (1976). To avoid a different mass accumulation rate for the same sample, the following corrections were applied.…”
Section: Sedimentation and Mass Accumulation Ratementioning
confidence: 99%
“…These processes cause changes in the physical and mechanical properties. Mechanical weathering also influences the chemical weathering of flysch components [9]. Fine-grained fractions, such as siltstones, are the most affected by chemical weathering.…”
Section: Geological Properties and Regional Distribution Of Flysch Dementioning
confidence: 99%
“…Through this gradual degradation, the physical and mechanical properties of clayey silt materials become more like engineering soil. A consequence of these types of geomorphological processes is a sporadic accumulation of eroded Quaternary deposits on the slopes that can be susceptible to sliding [8][9][10]. In a typical situation, the flysch bedrock is covered by these Quaternary deposits, except the isolated areas where the erosion is more expressed.…”
Section: Geological Properties and Regional Distribution Of Flysch Dementioning
confidence: 99%