In Situ Lateral Load Tests on Instrumented Bored Piles in Loessial Soils
The aim of the paper is to provide some aspects regarding the behaviour of laterally loaded piles in loessial soils, by presenting and analysing the results of several in situ tests on large diameter bored piles in this type of soil. The major feature of loess is that it exhibits a massive decline o...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Sciendo
2017-03-01
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Series: | Mathematical Modelling in Civil Engineering |
Subjects: | |
Online Access: | https://doi.org/10.1515/mmce-2017-0001 |