Centrifuge-based physical modeling is widely adopted for understanding the performance of geostructures, like reinforced slopes, clay liners of municipal solid waste landfills, geogrid-reinforced soil walls, earthen dams, soil nailed slopes, etc. This study aims to highlight the benefits of centrifuge-based physical modeling in order to comprehend the performance of different geostructures both prior to and during failure. Firstly, a discussion is made on scaling considerations along with modeling aspects of various types of phenomena like rainfall, flooding, etc. Further, details of four types of balanced/beam centrifuge equipment used for understanding the behavior of various types of geostructures at high gravity conditions, along with errors due to radial acceleration field, are also presented. In the process, innovative development of cost-effective actuators for simulating: (1) continuous differential settlements of landfill lining systems, (2) seepage of water through a slope, (3) seepage-induced flooding, (4) dynamic compaction, (5) rainfall-induced seepage, and (6) pseudo-static seismic loading along with flooding-induced seepage has been done. Different types of instrumentation units like potentiometers (P), linearly variable differential transformers, pore-water pressure transducers, load cells, accelerometers, strain gauges, etc., along with wireless data acquisition systems were used for monitoring the performance of the models during centrifuge tests. Additionally, the use of particle image velocimetry, digital image analysis, and the digital-cross correlation technique to evaluate the performance of several models evaluated at high gravity is covered. Lastly, it has been sufficiently shown that using digital image analysis/digital image correlation approaches in conjunction with centrifuge-based physical modeling analysis is a useful study tool. Insights gained in understanding the behavior of geostructures in a geotechnical centrifuge, especially subjected to climatic events like rainfall, flooding, and earthquakes, are highly significant and help in designing and constructing geostructures with confidence to engineers.

Soil Liquefaction has been a major cause of damage to many Civil Engineering Structures like multi-storey buildings, storage tanks, bridges, etc. in seismically active areas during many past earthquakes. Therefore, it is essentially required to do Liquefaction Potential Analysis based on a detailed Geotechnical Investigation of a Site located in a seismically active zone and further suggest viable Liquefaction Mitigation Techniques for the Project concerned which may be a combination of more than one method using geotechnical fundamentals to produce an adequate solution for the concerned Site. A case study is being discussed and presented here wherein a combination of two most economical and easy to implement liquefaction mitigation techniques were recommended to be adopted at the proposed Seismic Zone IV site of India with a view that we could save our valuable available natural Mother Earth resources for our future generations with environmental sustainability as the prime focus. A combination of Dynamic Compaction and Soil Replacement at the top resulted in improved densification as well as converting a few liquefiable soil layers present to non-liquefiable ones, still leaving a few un-improved liquefiable layers at little shallow depths just below the ground level which made us to decide for geotechnical recommendations for the proposed Structure in favour of conventional footings with a rider to structurally stiffen the Structure to accommodate post-earthquake settlements, thus, avoiding deep pile foundation which would not have been cost-effective and could have used many available natural resources in the form of different Building Materials.

The rheological modeling of soil-drum interaction in the vibratory compaction process is a complex process. This paper aims to describe the behavior of soil-drum interaction through lumped parameter modeling. The amplitude of the vertical motion is evaluated for dynamic conditions using the rheological models (generalized and advanced Kelvin-Voigt-based models) and compared with the experimental results obtained from weakly cohesive soil compaction. Different modeling approaches are considered, and the results reveal that the properties of the soil as input play a vital role in the accuracy of the modeling.

Rolling dynamic compaction (RDC) has been found to be useful for compaction soils and is now widely used globally. Because RDC is not often used in soft soils with poor engineering properties, field monitoring was used to study the soft clay embankment responses under RDC conditions in this study. Analysis of the monitoring data revealed that the response of the soil occurred mainly in the first 20 passes. Field monitoring revealed a strong correlation between settlement, horizontal displacement, and pore water pressure. The depth of impact of RDC on the soft soil embankment was between 3 and 3.5 m. Although settlement prediction is an important issue for construction, there is a lack of prediction methods for RDC-induced soil settlement. In this study, we used three different machine learning algorithms: random forest regression (RFR), multilayer perceptron (MLP), and extreme gradient boosting (XGBoost) to predict the total settlement and uneven settlement induced by RDC on the soft soil embankment. The three prediction models were compared, and the predictive accuracy of these models was assessed. This study analyzes and summarizes the effect of RDC application on a soft clay embankment and explores the machine learning method used for settlement prediction based on monitoring data, which provides some methods and ideas for research on the application of RDC on soft soil foundations.

Particle gradation is an important feature of granular materials, which has a significant influence on the mechanical properties of soil. Several dynamic compaction (DC) tests for mono-sized dry sand samples and a well-graded dry sand sample were modeled using discrete element method. The effect of particle gradation on crater depth was analyzed as well as coordination number, porosity and contact stress from a microscopic view. It is indicated that the change rates of dynamic stress, coordination number and porosity of the well-graded sample were greater than the results from the mono-sized samples. For the mono-sized samples and the well-graded sample, the differences in dynamic contact stress, coordination number and porosity became larger as the distance of measurement point from ground surface increased. The results also demonstrate from a microscopic view that the well-graded soil and the mono-sized soil with smaller particle size were more prone to become dense under DC. This study at a grain level is helpful to understand the microscopic mechanism of DC and has a certain guiding significance to the construction of DC.

The dynamic compaction method has been widely adopted in foundation treatment to densify the soil fillers. However, for the complexity of the impact behavior and soil mechanical properties, the theoretical research of dynamic compaction lags behind its practice for complex soil properties and stress paths. This paper presents a theoretical model applied to describe soil column plastic deformation under impact load. The relationship among stress increment, strain increment, and plastic wave velocity was derived from the aspect of propagation characteristics of stress waves in soil first. Combined with the Duncan-Chang Model, a one-dimensional theoretical model was established then. A numerical model was developed further to check the performance of the model. It showed that the deformation at the end of the soil column was mushroom-shaped. Both the axial and lateral deformation increased with the impact velocity. While some particles located at the side of the soil column end may splash under repeated impact. The theoretical deformations of the soil column were consistent with the experimental results both in the direction of axial and lateral.

Dynamic compaction is a common foundation treatment method for loess and it is significant to understand the mechanical behavior of loess after compaction for engineering construction in loess areas. To gain insight into the variation of mechanical properties and microscopic mechanisms of loess under different compaction conditions, a series of indoor tests including particle size analysis, oedometer test, unconfined compressive strength test and scanning electron microscope imaging were carried out using intact and compacted loess in the compaction field as test materials. The results show that the ameliorative effects of dynamic compaction on the compressibility, collapsibility, and compressive strength of loess decline with increasing soil depth. Furthermore, the mechanical behaviors of loess at the compaction point are more pronounced than that of the loess between compaction points. Although increasing the ramming energy can improve the reinforcement effect, it does not change the spatial variability of the engineering properties of compacted loess with depth, compaction point and inter- compaction location. During the compaction process, the directional distribution of pores is weakened and the morphological complexity is increased as the macropores within the loess change to mesopores and then to small pores and micropores. The sequence of evolution for the loess structure is overhead-mosaic-flocculent with an increase in compactness. In addition, the clay content and nonuniformity coefficient are all positively correlated with the mechanical properties. These discoveries help better cognition of the reinforcement process for Malan loess subjected to dynamic compaction, as well as the stability study of loess foundations.

Earth construction is a sustainable and environmentally friendly approach to building. In addition to their good thermal performance, earth materials are abundant, inexpensive, and readily available, reducing the need for resource -intensive materials like concrete and steel. Regarding the construction process of earth structures, which is based on compaction, there is often a difference between the laboratory compaction process and the onsite one. The energy consumed onsite to produce earth structures is still approximative and uncontrolled, which affects considerably the mechanical performances of earth walls. Then, the investigation of the optimal compaction energy is necessary. To optimize the on -site compaction energy used in rammed earth (RE), an experimental study is carried out to compare the dynamic compaction usually applied to produce RE walls to the static compaction using a mechanical press. By considering increasing dynamic and static energies, the physical and mechanical properties are analyzed for each case. The obtained results show that RE walls can be replaced by prefabricated pressed earth blocks where the compaction energy is reduced by 60% and the compressive strength is enhanced by 70% using static compaction, thus achieving 4 MPa without stabilization. This solution allows to reduce the execution time and to control the quality of earth buildings.