A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Pile Skin Friction Related to Particle Characteristics of Offshore Carbonate Sands
Model pile shafts jacked into two types of carbonate sand were tested. Skin friction increases more or less linearly with effective overburden pressure. The normalized skin friction increased with relative density for both types of sand. For medium dense sand, the soil modulus appears to be linearly related to the overburden pressure. However, for both sands in a dense state the soil modulus reached a limiting value of about 50 MPa when effective overburden pressure was greater than about 200 kPa.
Pile Skin Friction Related to Particle Characteristics of Offshore Carbonate Sands
Model pile shafts jacked into two types of carbonate sand were tested. Skin friction increases more or less linearly with effective overburden pressure. The normalized skin friction increased with relative density for both types of sand. For medium dense sand, the soil modulus appears to be linearly related to the overburden pressure. However, for both sands in a dense state the soil modulus reached a limiting value of about 50 MPa when effective overburden pressure was greater than about 200 kPa.
Pile Skin Friction Related to Particle Characteristics of Offshore Carbonate Sands
H. G. Poulos (author) / C. Y. Lee (author)
1987
34 pages
Report
No indication
English
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