منابع مشابه
Evaluation of Pile Bearing Capacity from Non- Failed Load Test Data
Static pile load test to failure is the ultimate procedure available to examine the capacity and integrity of deep foundations. Being expensive and time consuming, the procedure is often substituted for the application of a load to a certain factor (most often two) times the contemplated design load. In fact, only a proof test is carried out while the ultimate capacity and actual factors of saf...
متن کاملDetermine the Vulnerable Points of Pile-Supported Wharves against the Blast Load – Case Study
Ports are among the important economic, military and political bottlenecks for countries that have the gift of maritime boundary. One of the main structures in ports is the wharves, which are important for many uses. Thereby, design and performance of wharves under critical conditions and the enemy's military and terrorist threats is indispensable for passive defense. In this research, the resp...
متن کاملThree-dimensional Finite Element Modelling of Dynamic Pile–soil–pile Interaction in Time Domain
Dynamic analysis of embedded foundations like pile groups have received considerable attention in the past. Most existing approaches are established in the frequency domain, not allowing the simulation of material and geometric nonlinearities. In this paper, transient analyses are conducted to calculate the impedance of piles and pile groups, using a full three-dimensional numerical model for b...
متن کاملInterpretation of static pile loading test results and application for design of pile groups
Recent major bridge projects in the Greater Vancouver Area showcase the experience of local geotechnical engineers. Large static pile loading tests have been carried out on a number of these projects including the Pitt River Bridge, Golden Ears Bridge and Port Mann Bridge projects. This paper briefly discusses different analytical approaches to load test interpretation and reviews the approach ...
متن کاملRelevance vector machine and multivariate adaptive regression spline for modelling ultimate capacity of pile foundation
This study examines the capability of the Relevance Vector Machine (RVM) and Multivariate Adaptive Regression Spline (MARS) for prediction of ultimate capacity of driven piles and drilled shafts. RVM is a sparse method for training generalized linear models, while MARS technique is basically an adaptive piece-wise regression approach. In this paper, pile capacity prediction models are developed...
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ژورنال
عنوان ژورنال: MATEC Web of Conferences
سال: 2017
ISSN: 2261-236X
DOI: 10.1051/matecconf/201710700033