The Determination of Pile Capacity Using Artificial Neural-net: An Optimization Approach
From standard static formula for bearing capacity of a single pile foundation, an algorithm using a reliability approach for the determination of service load was developed. Using the developed algorithm, the safety measures involved are such as reliability index and the probability of failure; ins...
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Main Authors: | , |
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Format: | Article |
Language: | English English |
Published: |
Universiti Putra Malaysia Press
2001
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Online Access: | http://psasir.upm.edu.my/id/eprint/3678/1/The_Determination_of_Pile_Capacity_Using_Artificial_Neural-net.pdf http://psasir.upm.edu.my/id/eprint/3678/ |
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Summary: | From standard static formula for bearing capacity of a single pile foundation, an algorithm using a reliability approach for the determination of service load was developed. Using the developed algorithm, the safety measures involved are such as reliability index
and the probability of failure; instead of only factor of safety if conventional deterministic approach is used. In this study, the developed algorithm is further expanded to include computation of the weight-matrix of a sequential associative feedback-type neural net
model for the determination of service load of a single pile is introduced. The proposed
technique concludes improved efficiency over the conventional method of commissioning
the functional formula of the weights by exploiting the structural properties of the
matrices appeared in the codification of the service load to a single pile problem as a
quadratic zero-one optimization program. Those structural attributes are distinguished
and described in terms of template-matrix contributions of the constraint functions of
the quadratic optimization, to the weight-matrix asynchronous auto-associative neural
net It is stated by using those templates, the weight matrix can be taken in intuitively.
Performance results of this research study reveal that neural net deterministic approach
could be a better choice for implementation in identifying the required weight-matrix. |
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