ABSTRACT

This paper presents the effects of penetration rate on peat penetration resistance measured with miniature full-flow penetrometers (T-bar and ball). The accuracy of the 20 mm/s standard penetration rate of penetration testing in peat is doubtful. The investigation is conducted by performing a series of miniature full-flow penetration tests in a pressure chamber using various penetration rates under different vertical effective stresses. The results show that the T-bar and ball penetrometers exhibit comparable penetration resistance values at the same penetration rates and effective stresses. The rate effect is interpreted in terms of a non-dimensional penetration rate with the aid of coefficient of consolidation values obtained from one-dimensional oedometer tests. The non-dimensional rate shows that the penetration resistance decreases with an increase in the penetration rate. A transition point from partially drained to undrained responses was determined from the interpretation. Finally, penetration rates for standard field testing were recommended.

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REFERENCES

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Geo-Congress 2024
Pages: 477 - 487

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Published online: Feb 22, 2024

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Akeem G. Amuda, Ph.D. [email protected]
1Dept. of Civil Engineering, Nile Univ. of Nigeria, Abuja, Nigeria. Email: [email protected]
Alsidqi Hasan, Ph.D. [email protected]
2Dept. of Civil Engineering, Universiti Malaysia, Sarawak, Malaysia. Email: [email protected]
Fauzan Sahdi, Ph.D. [email protected]
3Dept. of Civil Engineering, Universiti Malaysia, Sarawak, Malaysia. Email: [email protected]
Siti Noor L. Taib, Ph.D. [email protected]
4Dept. of Civil Engineering, Universiti Malaysia, Sarawak, Malaysia. Email: [email protected]
Ishaya Nuhu [email protected]
5Sake Machineries Ltd., Abuja, Nigeria. Email: [email protected]

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