A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Large Diameter Bored Piles in Non-Cohesive Soils: Determination of the Bearing Capacity and Settlement from Results of Static Penetration Tests (CPT) and Standard Penetration Test (SPT)
The work contains a study of the behavior of large diameter bored piles in non-cohesive soil. The main attention was paid to the determination of the bearing capacity and settlement from results of Cone Penetration Test (CPT) and Standard Penetration Test (SPT). A new method to calculate bearing capacity on large bored piles based on the in situ measurement is proposed, taking into account investigations made during the last years in all the world. The values based on the proposed method are compared to field test results. Based on a detailed investigation the pile point pressure settlement curve and shaft resistance dependance during loading a new method to predict the pile point pressure-displacement and load-settlement relationship is proposed. The initial slope of the point pressure-displacement curve can be determined from in situ tests or laboratory test based on the hyperbolic stress-strain parameters.
Large Diameter Bored Piles in Non-Cohesive Soils: Determination of the Bearing Capacity and Settlement from Results of Static Penetration Tests (CPT) and Standard Penetration Test (SPT)
The work contains a study of the behavior of large diameter bored piles in non-cohesive soil. The main attention was paid to the determination of the bearing capacity and settlement from results of Cone Penetration Test (CPT) and Standard Penetration Test (SPT). A new method to calculate bearing capacity on large bored piles based on the in situ measurement is proposed, taking into account investigations made during the last years in all the world. The values based on the proposed method are compared to field test results. Based on a detailed investigation the pile point pressure settlement curve and shaft resistance dependance during loading a new method to predict the pile point pressure-displacement and load-settlement relationship is proposed. The initial slope of the point pressure-displacement curve can be determined from in situ tests or laboratory test based on the hyperbolic stress-strain parameters.
Large Diameter Bored Piles in Non-Cohesive Soils: Determination of the Bearing Capacity and Settlement from Results of Static Penetration Tests (CPT) and Standard Penetration Test (SPT)
K. Gwizdala (author)
1984
147 pages
Report
No indication
English
Large diameter bored piles in non-cohesive soils
| UB Braunschweig | 1984
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