Civil engineers are faced with limitations using conventional methods in muddy basin sediments, which are frequently encountered in the lake regions of Southern Bavaria. Through unique field experiments and novel modeling approaches, essential foundations for a sustainable design of foundations in these particular soils are to be established.

Structurally sensitive fine-grained limnic soils, colloquially known as lacustrine clays, exhibit the peculiarity of significantly losing their already relatively low shear strength when disturbed from their natural state. Compared to other soft soils, lacustrine clays are particularly challenging: this applies both to exploration and soil mechanical characterization, as well as to the load-carrying behavior of foundations, which is significantly influenced by the intensity of construction-related interference.

Common field and laboratory methods, as well as modeling approaches that form the basis of foundation design, reach their limits. The functionality of foundation systems successfully applied in soft soils with high structural sensitivity cannot be assumed. This complicates the implementation of construction projects and can even call their feasibility into question.

In the past, in Southern Bavaria, the construction use of areas with such high ground construction risk could often be avoided. However, the demand for infrastructure for mobility, as well as the development of sites for commercial and residential use, makes sustainable utilization of all available areas, considering ecological, economic, and social aspects, unavoidable in the future.

On a test site of around 6,000 m² in Kolbermoor near Rosenheim, large-scale load tests will be carried out on twelve foundation systems and an additional shallow foundation which is unique in terms of design and scope worldwide. The results of the load tests and the accompanying advanced field and laboratory tests are used to validate novel modeling approaches. Subsequently, the efficiency and sustainability of the considered foundation methods concerning region-specific soils will be evaluated. The ecological footprint will be considered from the production to the possible dismantling of the foundation.

Current Status – January 2025:

Building on the geosynthetic trials, individual element and group load tests are currently being conducted simultaneously with at least two test fields. The dead loads and 5 m x 5 m mobile foundations are being gradually stacked by BKL through loading, unloading, and reloading phases of the foundations, with a maximum of about 640 tons each. For all 13 test fields (including one test field for uplift injections to investigate remediation options for serviceability issues), a total of approximately 4,000 linear meters of vertical drains were previously installed by Menard.

The first two test fields – shallow foundation (TUM Geotechnical Center) and milling-mixing method (Kemroc) – were loaded stepwise over a period of approximately 6 months each. The subsequent unloading cycle is equivalent to the loading of the next test fields. The loading cycles for the subsequent test fields – Ductile Driven Pile system (Kurt Motz with Tiroler Rohre) and Atlas Pile system (Porr Group, specializing in deep foundation engineering) – are currently under full load, with each experiencing about 640 tons of dead load (average base pressure around 250 kPa).

• Dry mortar stabilization columns CSV (Laumer) – Early February 2025
• Controlled Modulus Columns CMC (Menard) – Mid February 2025

Measurement Technology for Each Test Field – With the support of cooperation partners Glötzl and Solexperts:

• Extensometers at multiple depth levels
• Sliding deformeter
• Inclinometer for measuring horizontal deformations and seismic cross-hole tests
• Earth pressure and pore water pressure gauges at multiple depth levels
• Hydraulic settlement sensors below and at foundation edges
• Geodetic measurement bolts

Site Investigation – Conducted and supported by cooperation partners Geo-Bohrtechnik and Mull & Partner:

For over a year, various site investigation campaigns have been continuously carried out, with accompanying evaluations. The field tests (in-situ) include, among others:

• Plate load tests (static & dynamic)
• Cone penetration tests with pore water pressure measurement (CPTu)
• Seismic cone penetration tests (SCPT)
• Vane shear tests
• Cross-hole tests
• Innovative Self-Boring Pressuremeter tests (new in Germany)
• Menard Pressiometer
• Marchetti Medusa / SDMT
• Tomographic measurements

These field tests, along with index tests, are complemented by extensive and innovative laboratory tests (e.g., Bender Element, P-Rat, etc.).

As part of the research project, final work on numerical simulations for settlement prediction and the classification of lake clay using advanced laboratory tests is currently being completed.

Current Status – January 2025:

• Dry mortar stabilization columns CSV (Company: Laumer) – Test loads in March/April 2025
• Controlled Modulus Columns CMC® (Company: Menard) – Test loads in March/April 2025

Preparations and Implementation:

Based on two preliminary tensile tests conducted on the test field at our own initiative using ductile driven piles from Kurt Motz with Tiroler Rohre, the load-bearing capacities of the foundation variants executed in the research project were estimated for their individual test loads. These will undergo single element test loads at conventional time intervals after installation, in parallel with group load tests.

For each method, a total of three test loads will be performed, some with varying boundary conditions of the production parameters. These will be loaded up to the ultimate limit state (ULS).

• Atlas pile (Company: Porr Group, specializing in deep foundation engineering) – Test loads in October/November 2024
• Ductile driven pile (Company: Kurt Motz with Tiroler Rohre) – Test loads in October/November 2024

Test field and preparation – with the support of partners Zosseder and Naue

Prior to the loading tests, geosynthetic investigations were conducted in cooperation with Naue using tracked trucks. These investigations are aimed, among other things, at the specific consideration of the design of reinforced load-bearing layers.