Càrol Puig-Polo

Dr. Càrol Puig-Polo

UPC Universitat Politècnica de Catalunya
orcid

Research Focus & Metrics

Academic Career Length

11Years (2016-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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27 October 2021 in Landslides
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Journal Article
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MHMarcel Hürlimann
Marcel Hürlimann
Zizheng GuoZizheng Guo
Zizheng Guo
CPCàrol Puig-Polo
Càrol Puig-Polo
VMVicente Medina
Vicente Medina

20 January 2023 in Geoscience Frontiers
Verified
Journal Article
Open access
ZGZizheng Guo
Zizheng Guo
JFJoaquin Vicente Ferrer
Joaquin Vicente Ferrer
Marcel HürlimannMarcel Hürlimann
Marcel Hürlimann
VMVicente Medina
Vicente Medina
CPCàrol Puig-Polo
Càrol Puig-Polo
DHDa Huang
Da Huang

11 February 2022 in Landslides
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Journal Article
Open access
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JGJosep A Gili
Josep A Gili
RRRoger Ruiz-Carulla
Roger Ruiz-Carulla
GMGerard Matas
Gerard Matas
JMJ. Moya
J. Moya
APA. Prades
A. Prades
OMOlga Mavrouli
Olga Mavrouli
Fragmentation is a common feature of rockfall that exerts a strong control on the trajectories of the generated blocks, the impact energies, and the runout. In this paper, we present a set of four real-scale rockfall tests aimed at studying the fragmentation of the rocky blocks, from the global design of the field procedure to the data analysis and the main results. A total of 124 limestone, dacite, or granite blocks ranging between 0.2 and 5 m3 were dropped from different heights (8.5 to 23.6 m) onto four slopes with different shapes (single or double bench) and slope angles (42º to 71º). The characteristics of the blocks, in particular the size, surface texture and joint condition, were measured before the drops. The trajectories of the blocks and both the initial and the impact velocities were tracked and recorded by means of three high-speed video cameras. A total of 200 block-to-ground impacts have been studied. On average, 40% of the blocks broke upon impact on the slope or on the ground, making it necessary to measure the fragments. The initial and final sizes of the blocks/fragments were measured by hand with tape, though photogrammetric techniques (UAV and terrestrial) were also used for comparison purposes. The information gathered during the field tests provides a deep insight into the fragmentation processes. On the one hand, the high-resolution slow-motion videos help to describe when and how the block breakage takes place and the spatial distribution of the pieces. On the other hand, it is possible to compute the block trajectories, the velocities, and the energy losses using videogrammetry. The results include, for instance, a block average fragmentation of 54% and 14% for the limestone and granitoids, respectively; the systematic inventory of the size fragments, which may be used for fitting the power law distributions; and after each breakage, the total angle of aperture occupied by the fragments has been measured, with values in the range 25º–145º. To figure out the different behavior of the blocks in terms of breakage/no breakage, each block-to-ground impact has been characterized with a set of parameters describing the energy level, the robustness of the substrate, and the configuration of the block contact at the impact point, among others. All these terms are combined in a function F, which is used to adjust the field data. The adjustment has been carried out, first, for the whole 200 events and later for a subset of them. The procedure and the results are described in the paper. Although the discrimination capability of F is moderately satisfactory, it is very sensitive to the test site and setup. It must be highlighted that these field tests are a unique source of data to adjust the parameters of the numerical simulation models in use for rockfall studies and risk mitigation, especially when fragmentation during the propagation is considered.

1 May 2021 in Automation in Construction
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Journal Article
Open access
RCRolando Chacón
Rolando Chacón
CPCàrol Puig-Polo
Càrol Puig-Polo
EREsther Real
Esther Real

22 December 2020 in Sustainability
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Journal Article
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RGRaül Oorthuis Gómez
Raül Oorthuis Gómez
JVJean Vaunat
Jean Vaunat
Marcel HürlimannMarcel Hürlimann
Marcel Hürlimann
ALAntonio Lloret
Antonio Lloret
JMJosé Moya
José Moya
AFAlessandro Fraccica
Alessandro Fraccica
The stability and erosion of natural and man-made slopes is influenced by soil-vegetation-atmosphere interactions and the thermo-hydro-mechanical slope conditions. Understanding such interactions at the source of slope mass-wasting is important to develop land-use planning strategy and to promote environmentally adapted mitigation strategies, such as the use of vegetation to stabilize slopes and control erosion. Monitoring is essential for calibrating and validating models and for better comprehending the physical mechanisms of soil-vegetation-atmosphere interactions. We approached this complex problem by means of an experimental work in a full-scale monitored embankment, which is divided into four instrumented partitions. These partitions are North or South-faced and present a bare and vegetation cover at each orientation. Our main findings show that vegetation enhances rainfall infiltration and decreases runoff, which reduces slope stability and surficial erosion, while plant transpiration induces higher suctions and hence slope stability. Concerning thermal aspects, vegetation reduces the incidence of net solar radiation and consequently heat flux. Thus, daily temperature fluctuations and evaporation decreases. However, the effect of vegetation in the development of dryer soil conditions is more significant than the orientation effect, presenting higher drying rates and states at the North-vegetated slope compared to the South-bare slope.

25 May 2018 in Water
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Journal Article
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RGRaül Oorthuis Gómez
Raül Oorthuis Gómez
Marcel HürlimannMarcel Hürlimann
Marcel Hürlimann
AFAlessandro Fraccica
Alessandro Fraccica
ALAntonio Lloret
Antonio Lloret
JMJosé Moya
José Moya
JVJean Vaunat
Jean Vaunat
Slope mass-wasting like shallow slides are mostly triggered by climate effects, such as rainfall, and soil–vegetation–atmosphere (SVA) interactions play a key role. SVA interactions are studied by a full-scale embankment with different orientations (North and South) and vegetation covers (bare and vegetated) in the framework of the prediction of climate change effects on slope stability in the Pyrenees. A clayey sand from the Llobregat river delta was used for the construction of the embankment and laboratory tests showed the importance of suction on the strength and hydraulic conductivity. Sixty sensors, which are mostly installed at the upper soil layer of the embankment, registered 122 variables at four vertical profiles and the meteorological station with a 5 min scan rate. Regarding temperature, daily temperature fluctuation at the shallow soil layer disappeared at a depth of about 0.5 m. There was great influence of orientation with much higher values at the South-facing slope (up to 55 °C at −1 cm depth) due to solar radiation. Regarding rainfall infiltration, only long duration rainfalls produced an important increase of soil moisture and pore water pressure, while short duration rainfalls did not trigger significant variations. However, these changes mostly affected the surface soil layer and decreased with depth.