Bias in hydraulic head measurements from multilevel vibrating-wire piezometers with excessively permeable backfill

Author:

Young Nathan L.ORCID,Lemieux Jean-Michel,Locat Pascal,Demers Denis,Delottier Hugo,Mony Laura

Funder

Quebec Ministry of Public Security

Gouvernement du Québec: Fonds vert

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Water Science and Technology

Reference23 articles.

1. American Society for Testing and Materials (2010) Standard practice for design and installation of ground water monitoring wells (Standard number ASTM D5092) Retrieved from: https://www.astm.org/d5092_d5092m-16.html

2. Bilodeau JP (2009) Optimisation de la granulométrie des matériaux granulaires de fondation des chaussées [Optimization of the granulometry of granular pavement foundation materials]. PhD Thesis, Université Laval, Quebec. http://hdl.handle.net/20.500.11794/20809. Accessed April 2022

3. Chapuis RP, Sabourin L (1989) Effects of installation of piezometers and wells on groundwater characteristics and measurements. Can Geotech J 26:604–613

4. Chesnaux R, Chapuis RP, Molson JW (2006) A new method to characterize hydraulic short-circuits in defective borehole seals. Groundwater 44(5):676–681

5. Cloutier C, Locat P, Demers D, Fortin A, Locat J, Leroueil S, Locat A, Lemieux J-M, Bilodeau C (2017) Development of a long-term monitoring network of sensitive clay slopes in Québec in the context of climate change, chap 47. In: Landslides in sensitive clays, advances in natural and technological hazards research, vol 46. Springer, Cham, Switzerland, pp 549–558

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