CPT based unit weight estimation extended to soft organic soils and peat

Conference Paper (2018)
Author(s)

Arny Lengkeek (TU Delft - Hydraulic Structures and Flood Risk, Witteveen+Bos)

J. de Greef (Witteveen+Bos)

Stan Joosten (Student TU Delft)

Research Group
Hydraulic Structures and Flood Risk
Copyright
© 2018 H.J. Lengkeek, J. de Greef, Stan Joosten
More Info
expand_more
Publication Year
2018
Language
English
Copyright
© 2018 H.J. Lengkeek, J. de Greef, Stan Joosten
Research Group
Hydraulic Structures and Flood Risk
Pages (from-to)
389-394
ISBN (print)
978-1-138-58449-5
ISBN (electronic)
978-0-429-50598-0
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

A reliable estimate of the saturated soil weight from CPT analysis can be useful for various purposes. An often used relation that gives a reasonable first approximation is presented by Robertson & Cabal (2010). In The Netherlands very soft and highly organic soils are omnipresent and these types of soil are absent in the aforementioned relation. In this paper a new relation is proposed that can be used to estimate the saturated soil unit weight for a wider range of soils, from sands to highly organic soils.