Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis: Prediction of Pile Capacity Using the Cone Penetration Test
This theses will evaluate the accuracy of the electrical and mechanical cone penetration test for predicting pile capacity when compared to observed pile capacity results from nearby pile load tests. The research was accomplished by finding former construction sites which had pile load test, electrical cone penetration test, mechanical cone penetration test, and boring log data all located within a close proximity of one another. Pile capacities were predicted using the electrical and mechanical cone penetration test sounding data. Then the predicted pile capacities were compared to the observed pile capacity determined by nearby pile load tests. As a natural consequence of performing the latter analysis, comparisons could also be made between the results of electrical and mechanical cone penetration tests at a given site. Soil layer divisions along with the average friction ratio and end bearing resistance measurements in each layer were identified and compared from electrical and mechanical cone penetration test sounding data. Computer programs, designated MCPTUFR and PLAID, were developed to predict pile capacity using conventional methods from mechanical and electrical cone penetration tests respectively. Theses. (jhd)
Analysis: Prediction of Pile Capacity Using the Cone Penetration Test
This theses will evaluate the accuracy of the electrical and mechanical cone penetration test for predicting pile capacity when compared to observed pile capacity results from nearby pile load tests. The research was accomplished by finding former construction sites which had pile load test, electrical cone penetration test, mechanical cone penetration test, and boring log data all located within a close proximity of one another. Pile capacities were predicted using the electrical and mechanical cone penetration test sounding data. Then the predicted pile capacities were compared to the observed pile capacity determined by nearby pile load tests. As a natural consequence of performing the latter analysis, comparisons could also be made between the results of electrical and mechanical cone penetration tests at a given site. Soil layer divisions along with the average friction ratio and end bearing resistance measurements in each layer were identified and compared from electrical and mechanical cone penetration test sounding data. Computer programs, designated MCPTUFR and PLAID, were developed to predict pile capacity using conventional methods from mechanical and electrical cone penetration tests respectively. Theses. (jhd)
Analysis: Prediction of Pile Capacity Using the Cone Penetration Test
W. M. Corson (Autor:in)
1989
187 pages
Report
Keine Angabe
Englisch
Civil Engineering , Acoustics , Structural Analyses , Capacity(Quantity) , Test methods , Electric fields , Pile structures , Acoustic measurement , Accuracy , Bearing(Direction) , Computer programs , Conical bodies , Construction , Electrical properties , Friction , Measurement , Mechanical properties , Penetration , Predictions , Ratios , Resistance , Sites , Test and evaluation , Theses , Electrical Cone Penetration Tests , MCPTUFR Computer Program , PLAID Computer Program
New ultimate pile capacity prediction method based on cone penetration test (CPT)
| British Library Online Contents | 2012
New ultimate pile capacity prediction method based on cone penetration test (CPT)
| Online Contents | 2012
A new method for predicting pile load capacity using Dutch cone penetration test
| British Library Conference Proceedings | 2001