Abstract

AbstractThe character of morphogenetic processes occurring within river valleys depends on the mechanical and hydrogeological properties of deposits that build up such landforms. In the case of the Polish Lowlands, a series of Pliocene clay lake sediments (so-called Poznań mottled clays) plays a special role. Their current locations and properties are associated with specific sedimentation conditions and glacitectonic deformations, which the soils have been subjected to many times in Pleistocene. Their presence in the lithological profile influences dynamics of slope processes in valleys’ escarpment zones and channel erosion stabilization. In this article, the “Warsaw clay” from the Poznań Series Formation is presented in comparison with other cohesive Quaternary sediments, which are mostly building neighboring outcrops. This article analyzes the Seismic Dilatometer (SDMT) results and a method of interpretation to determineIR, plasticity index, and liquid limit (LL) parameters. The undrained shear strengthSuwas determined based on the Cone Penetration Test (CPT), SDMT, and laboratory test results. Spatial variability of the strength and deformation parameters in the study area were determined using dilatometer test (SDMT) results. Finally, the nomogram chart is proposed to obtain the rigidity index (IR) of the preconsolidated Pliocene clays, depending on bothp0andp1pressures from SDMT and effective vertical stressσv0′{\sigma }_{\text{v0}}^{^{\prime} }and pore water pressureu0.

Highlights

  • Subsoil properties are the result of the geological history of the area, comprising the deposition and diagenesisThis work is licensed under the Creative Commons Attribution 4.0 PublicRigidity of “Warsaw clay” from the Poznań Formation determined by in situ tests 1275In the last decade, intensive development of the municipal infrastructure including high-rise buildings and road network is observed in Warsaw

  • Stiffness of clay soils was characterized using the rigidity index (IR). It is defined as the ratio of the shear modulus (G) to the undrained soil strength (Su) and is a critical parameter for estimating the consolidation coefficient using cone data of Krage et al Comprehensive investigation of “Warsaw clay” from the Poznań Formation by Cone Penetration Test (CPT) and Seismic Dilatometer (SDMT) allows determination of the IR distribution depending on the preconsolidation ratio overconsolidation ratio (OCR)

  • This article presents the characteristics of Pliocene clays in the Warsaw region and analysis of the results of the CPTU and SDMT investigations to determine the distribution of the rigidity index IR, defined as the ratio of the shear modulus (G0) to the undrained soil strength (Su) in the ground of the designed objects

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Summary

Introduction

Subsoil properties are the result of the geological history of the area, comprising the deposition and diagenesis. Stiffness of clay soils was characterized using the rigidity index (IR) It is defined as the ratio of the shear modulus (G) to the undrained soil strength (Su) and is a critical parameter for estimating the consolidation coefficient (ch) using cone data of Krage et al Comprehensive investigation of “Warsaw clay” from the Poznań Formation by CPT and SDMT allows determination of the IR distribution depending on the preconsolidation ratio overconsolidation ratio (OCR). This article presents the characteristics of Pliocene clays in the Warsaw region and analysis of the results of the CPTU and SDMT investigations to determine the distribution of the rigidity index IR, defined as the ratio of the shear modulus (G0) to the undrained soil strength (Su) in the ground of the designed objects. In the case of soils in Poland, the essential influence of the rigidity index value was displayed by factors such as cementation and anisotropy of macrostructure of certain sediments [10]

Properties of Warsaw clay from the Poznań Formation
Stegny site
Site characterization – geotechnical conditions of test sites
Data and methods
Evaluation of the rigidity index
Results and discussion
Conclusions
Full Text
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