Abstract

The Klett research site was developed in conjunction with the new E6 developments south of Trondheim, Norway. The site comprises non-sensitive clay to about 6 m to 8 m and quick clay with significant silt lenses below this down to at least 30 m. The materials encountered are typical of the marine clays found in Scandinavia and North America. Classical geophysical and geotechnical techniques such as total soundings, rotary pressure soundings and ERT proved very useful in characterising the quick clay. The material is particularly susceptible to sample disturbance effects and the work showed that it is important to test any samples as soon as possible after sampling. CPTU data proved particularly useful for the determination of some soil properties as well as general soil classification. Several full-scale experiments have been performed at the site. Pile capacity tests showed that significant ageing effects occurred. Lime-cement column tests, as well as laboratory trials, allowed considerable savings to be made in the amount of binder required for foundations and slope improvement. A full-scale embankment test provided very useful data for the calibration of soil constitutive models.

Highlights

  • Deposits of marine clay which have been leached of their salt content, and have high sensitivity, are found over large areas of Norway, Sweden and Canada

  • The near initial verticality of the initial part of the stress path plots confirm that the samples have retained much of their structure

  • Karlsrud et al [63] derived a series of bearing capacity factors for Norwegian clays by comparing research standard CPTU tests with consolidated undrained compression tests (CAUC) triaxial tests on Sherbrooke block samples

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Summary

Introduction

Deposits of marine clay which have been leached of their salt content, and have high sensitivity, are found over large areas of Norway, Sweden and Canada. These deposits pose many difficulties for engineers working in such areas. The objective of this paper is to address this issue by presenting a detailed characterisation of the soils at Klett based on the results of routine and advanced laboratory and in situ testing in addition to three full-scale field tests. Several previous papers have detailed the characterisation of quick clays in the Trondheim area for example on the Buvika site [1], the Dragvoll/NTNU campus site [2], Tiller [3], Esp landslide site [4], the Dragvoll salt well test area [5] and the Tiller/Flotten NTGS research site [6]

Klett research site
AIMS Geosciences
Source of material
Stratigraphy
Stress history
Composition and mineralogy
Fabric
Grain size distribution
Particle density
Pore water chemistry
State and index properties
Bulk unit weight
Atterberg limits
Liquidity index
Identification of quick clay from rotary pressure sounding and total sounding
Identification of quick clay from CPTU tests
Identification of quick clay from resistivity measurements
Sample disturbance effects
Effect of sampler type
Triaxial tests
CRS oedometer tests
Results of parallel testing at two different laboratories
Effect of time between sampling and testing
Stiffness—Gmax
Behaviour in oedometer tests
Stiffness—constrained modulus
Undrained shear strength from laboratory tests
Undrained shear strength from in-situ testing
Piling trial
Lime—cement column trial
Installation
Field testing
Sampling of the stabilized clay
Laboratory testing
Installation of lime—cement piles in the E6 highway project
Full scale field loading trial
Embankment construction
Numerical modelling and input parameters used
Measured and predicted settlements
Conclusions

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