Shotcrete Solar Racking
This literature review covers the concept of using shotcrete as a PV racking material it supports the following publication:
Residential, Commercial, and Utility-Scale Photovoltaic (PV) System Prices in the United States: Current Drivers and Cost-Reduction Opportunities
https://www.nrel.gov/docs/fy12osti/53347.pdf
Shotcrete: Methods and Compositions
Dr. Anwar Khitab Shotcrete: methods and Compositions
https://www.researchgate.net/publication/281443236_Shotcrete_Methods_and_Compositions
Types of shotcrete and its applications
https://www.engr.psu.edu/ce/courses/ce584/shotcrete/C2-Types.pdf
Shotcrete application for different conditions
https://www.rocscience.com/assets/resources/learning/hoek/Practical-Rock-Engineering-Chapter-15-Shotcrete-Support. https://www.shotcrete.org/media/Archive/2002Sum_Ballou.pdf.
Comparative evaluation of steel mesh, steel fibre and high-performance polypropylene fibre reinforced shotcrete
O Cengiz L Turanli "Comparative evaluation of steel mesh, steel fibre and high-performance polypropylene fibre reinforced shotcrete in panel test" Cement and Concrete Research Volume 34, Issue 8, August 2004, Pages 1357-1364
https://www.sciencedirect.com/science/article/pii/S000888460400002X
Abstract In this study, experimental investigations were performed on steel mesh (SM), steel fibre (SF) and high-performance polypropylene fibre (HPPF) reinforced shotcrete (HPPFRS) panels to evaluate performance characteristics such as toughness, flexural ductility, energy absorption and load capacity. The panel tests, in accordance with European specification for sprayed concrete (EFNARC), were made on 18 prismatic specimens having the same mix designs and were cured for 28 days but reinforced with various fibres. In addition, the rebound characteristics of these mixes were determined to compare the actual in situ fibre contents.
Test results show that all reinforcements, including HPPFs that are low-modulus fibres, greatly improved the flexural ductility, toughness, and load-carrying capacity of the brittle matrix. It was seen that there was a positive synergy effect between steel and polypropylene fibre in hybrid fibre usage from a performance point of view. According to results, it can be concluded that a hybrid polypropylene-SF can be used alternatively instead of SM and monosteel fibre as a reinforcement in shotcrete applications to get better efficiency in mechanical properties of composite.
Projects using Shotcrete technology
http://web.archive.org/web/20160909114950/http://www.shotcrete.org:80/media/Archive/2014Win_Underground.pdf http://web.archive.org/web/20160705055416/http://shotcrete.org:80/media/Archive/2014Win_Architecture.pdf http://web.archive.org/web/20160804094059/http://shotcrete.org:80/media/Archive/2014Win_PoolRec.pdf http://web.archive.org/web/20160705055638/http://shotcrete.org:80/media/Archive/2014Win_Infrastructure.pdf http://web.archive.org/web/20160909114545/http://www.shotcrete.org:80/media/Archive/2014Win_International.pdf
Mechanism of wet shotcrete interacting with rock in support systems
LI Li, WU Ai-xiang, WANG Yi-ming, HAN Bin, WANG Hong-jiang, WANG Chun-lai "Mechanism of wet shotcrete interacting with rock in support systems"
Abstract: In order to have a good understanding of the behavior of wet shotcrete as a support element interacting with the rock mass, mechanism of wet shotcrete interacting with rock in support systems was analyzed through theoretical, numerical study and analytical analysis. A new model of distribution of rock stress state after wet shotcrete was applied, which includes shotcrete layer, composite layer, strengthening layer, plastic layer and elastic layer, and a full illustration of the rock mass stress state was given after shotcrete interacting with rock mass. At the same time, numerical analysis with FLAC gives a stress distribution along the monitor line, respectively, at the sidewall and roof of the tunnel. The displacement obviously decreases with the depth of rock, the tangential stress for tunnel supported by shotcrete is lower than that without shotcrete, and radial stress for tunnel supported by shotcrete is higher than that without shotcrete. It has been demonstrated by AIRY’S stress function, which gives a reasonable solution. Finally, the application of wet shotcrete in Jinfeng Gold Mine shows that the displacement of tunnel decreases obviously in sidewall and roof.
Fibre reinforced shotcrete
DESIGN OF FIBRE REINFORCED SHOTCRETE LININGS WITH MACRO-SYNTHETIC FIBRES
E. S. Bernard "DESIGN OF FIBRE REINFORCED SHOTCRETE LININGS WITH MACRO-SYNTHETIC FIBRES" https://www.researchgate.net/publication/241804218_DESIGN_OF_FIBRE_REINFORCED_SHOTCRETE_LININGS_WITH_MACRO-SYNTHETIC_FIBRES
ABSTRACT Fibre Reinforced Shotcrete (FRS) reinforced with macro-synthetic fibres has now been used to stabilize ground in underground mines and tunnels, and for slope stabilization, for over 10 years. Experience has demonstrated that macro-synthetic fibres are capable of exhibiting very high levels of performance and are a highly effective form of reinforcement for both temporary and permanent ground support. Engineering data also exists showing that macro-synthetic fibres excel with regard to corrosion resistance and embrittlement in shotcrete, and are very effective in ground subject to high deformation. Despite this, the design of FRS linings using this type of reinforcement lags behind that of linings incorporating alternative forms of reinforcement. There is a lack of appreciation within the engineering construction community that methods of design exist for this material and that these have been proven satisfactory. This paper will attempt to summarize generic approaches to the design of temporary and permanent ground support based on macro-synthetic FRS.
Embrittlement of fiber-reinforced shotcrete
Erik Bernard Embrittlement of fiber-reinforced shotcrete https://www.researchgate.net/publication/284099980_Embrittlement_of_fiber-reinforced_shotcrete
Age-dependent changes in post-crack performance of fibre reinforced shotcrete linings
Erik StefanBernard "Age-dependent changes in post-crack performance of fibre reinforced shotcrete linings" https://www.sciencedirect.com/science/article/pii/S0886779815000899
Abstract It is commonly assumed that when a mix achieves satisfactory performance in Quality Control tests at 28 days this result will translate into satisfactory performance throughout the design life of the corresponding concrete structure. While this is generally true of the compressive strength of concrete it is not necessarily true for other parameters. The post-crack performance of fibre reinforced concrete (FRC) differs from that of conventionally reinforced concrete in that the post-crack performance of fibres is related in a complex manner to the characteristics of the concrete matrix. Age-dependent changes in the characteristics of the concrete matrix can effect changes in the post-crack behaviour of fibres. The present investigation has examined how the post-crack energy absorption of fibre reinforced shotcrete (FRS) changes with aging and has found that some types of fibre exhibit dramatically different performance characteristics at late age compared to that displayed at 28 days. This change can have significant consequences for the design of ground support based on fibre reinforced shotcrete. Tunnel linings required to resist sustained ground stresses, or which may be subject to deformation associated with seismicity or ground movement at later ages, should be designed with consideration of a possible long-term loss of ductility exhibited by some types of fibre reinforced shotcrete.
FIBER REINFORCED WET-MIX SHOTCRETE UNDER IMPACT
y P. Gupta, N. Banthia, and C. Yan "FIBER REINFORCED WET-MIX SHOTCRETE UNDER IMPACT" https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282000%2912%3A1%2881%29
ABSTRACT: As a result of excavation blasting, traffic, sudden ground movements, rock bursts, and seismic activity, shotcrete is often subjected to impact and other dynamic loads. Limited data exist, however, with regard to the resistance of shotcrete to such dynamic loads. Impact resistance of wet-mix shotcrete reinforced with 10 different types of fibers was investigated using instrumented drop weight impact tests. A direct comparison was made with the quasi-static response. Both beam and plate specimens were tested and the data were correlated. Fiber reinforcement was found to be highly effective in improving the fracture energy absorption and toughness under impact loading, but the improvements under impact loading were found to be substantially different than those seen in quasi-static tests, and were also highly dependent on the type of fiber used. When beams and plates were compared, the relative improvements between fiber types were found not necessarily in agreement.
Accelerating admixtures for shotcrete
Luiz Roberto Prudêncio Jr. "Accelerating admixtures for shotcrete" https://www.sciencedirect.com/science/article/pii/S0958946598800073
Abstract A variety of additives and admixtures are added to shotcrete to improve strength, adhesiveness, cohesiveness, freezing/thawing and abrasion resistance characteristics, and reduce rebound. Accelerators are being used increasingly in both dry- and wetprocess applications. Accelerators are common in the dry process to increase early strength and reduce dust and rebound and in the wet process are used to achieve rapid set and early strength. The choice of a particular accelerator and its dosage is largely governed by the setting time required for the shotcrete application. Various watersoluble salts of the alkali metals can be used to accelerate the setting of cement. Most of the set accelerators used today are based on alkali aluminates in combination with carbonates and hydroxides and produced in both liquid and powder form. The performance of these accelerators depends on the cement chemical composition and fineness, and the presence of mineral additions such as flyash, and blastfurnace slag. This performance is generally evaluated using setting tests on cement/ accelerator pastes despite the belief of some researchers that this procedure can produce misleading results. This paper describes the main accelerators used in shotcrete and presents some results of field tests performed on shocrete panels evaluating the behavior of different accelerators. Particular attention is given to a new liquid alkalifree shotcrete accelerator that showed a very interesting behavior at very early ages and no strength loss at later ages. The early strengths were evaluated using non-destructive tests (Constant Depth Penetrometer and Constant Energy Penetrometer).
slope stabilization using soil nails: design assumptions and construction realities
Tan,Yean-chin and Chow Chee-Meng "slope stabilization using soil nails: design assumptions and construction realities" http://gnpgeo.com.my/download/publication/2004_11.pdf
Detachment of shotcrete lining due to long terminteraction with ground water
Dr. Michael Romer "Detachment of shotcrete lining due to long term interaction with ground water" https://www.sheffield.ac.uk/polopoly_fs/1.142959!/file/10.pdf
Soil and rock slope stabilization using fiber-reinforced shotcrete in North America
Mike Ballou and Matt Niermann"Soil and rock stabilization using shotcrete in north america" https://www.shotcrete.org/media/Archive/2002Sum_Ballou.pdf
Thermal properties of lightweight dry-mix shotcrete containing expanded perlite aggregate
https://www.sciencedirect.com/science/article/abs/pii/S0958946514000936
J. Nilsson, "Optical Design and Characterization of Solar Concentrators for Photovoltaics"
Effects of low concentration planer concentrators on array-scale solar photovoltaic systems performance
Photovoltaic system performance enhancement with non-tracking planar concentrators: Experimental results and BDRF based modelling
https://ieeexplore.ieee.org/document/7293585
Model of Loss Mechanisms for Low Optical Concentration on Solar Photovoltaic Arrays with Planar Reflectors
Rob Andrews, Nabeil Alazzam, and Joshua M. Pearce, “Model of Loss Mechanisms for Low Optical Concentration on Solar Photovoltaic Arrays with Planar Reflectors”, 40th American Solar Energy Society National Solar Conference Proceedings, pp. 446-453 (2011).
Design Procedure of V-trough Cavities for Photovoltaic Systems
OPERATION OF STANDARD PV MODULES IN V-TROUGH CONCENTRATORS
PERFORMANCE OF A V-TROUGH PHOTOVOLTAIC/THERMAL CONCENTRATOR
https://core.ac.uk/download/pdf/56364165.pdf
Concentrating solar module with horizontal reflectors
Toshio Matsushima, Tatsuyuki Setaka, SeiichiMuroyama https://www.sciencedirect.com/science/article/pii/S0927024802001563
The enhancement of energy gain of solar collectors and photovoltaic panels by the reflection of solar beams
M.D.J Pucarab, A.R Despicb https://www.sciencedirect.com/science/article/pii/S0360544201000810
Models to estimate output
Performance evaluation of photovoltaic modules at different tilt angles and orientations
https://www.sciencedirect.com/science/article/pii/S0196890403003571
Comparative study of PV modules with and without a tilted plane reflector
https://www.sciencedirect.com/science/article/pii/S0196890400001394
Optimization of operational and design parameters of plane reflector-tilted flat plate solar collector systems
https://www.sciencedirect.com/science/article/pii/S0360544200000037
H.M.S. Hussein, G.E. Ahmad, H.H. El-Ghetany
Booster ReØectors for PVModules in Sweden
Flow and heat transfer in the air gap behind photovoltaic panels
https://www.sciencedirect.com/search/advanced?docId=10.1016/S1364-0321(98)00005-7
A review of solar photovoltaic systems cooling technologies
V-TROUGH CONCENTRATOR ON A PHOTOVOLTAIC FULL TRACKING SYSTEM IN A HOT DESERT CLIMATE
https://www.sciencedirect.com/science/article/pii/096014819500055O
PERFORMANCE OF A V-TROUGH PHOTOVOLTAIC/THERMAL CONCENTRATOR
https://www.sciencedirect.com/science/article/pii/S0038092X13005057
A Combined Optical, Thermal and Electrical Performance Study of a V-Trough PV System—Experimental and Analytical Investigations
An Experimental investigation of snow removal from photovoltaic solar panels by electrical heating
https://services.lib.mtu.edu:2072/science/article/pii/S0038092X18306789?via%3Dihub
Modified vacuum tubes for overheating limitation of solar collectors: A dynamic modeling approach
https://www.sciencedirect.com/science/article/abs/pii/S0038092X18306832
Design and low energy ventilation solutions for atria in the tropics
https://www.sciencedirect.com/science/article/abs/pii/S2210670711000606
Roof and rain gutter ice melt system and assembly
New landscape-orientated PV system, offset seismic reinforcement, environmental education at NIT
http://dx.doi.org/10.1080/01430750.2003.9674902
Comparison of Pavement Drainage Systems
https://journals.sagepub.com/doi/abs/10.1177/0361198196151900101
Enhanced Parking Lot Design for Stormwater Treatment
https://ascelibrary.org/doi/abs/10.1061/40644(2002)12
Investigating performance prediction and optimization of spectral solar reflectance of cool painted layers
https://www.sciencedirect.com/science/article/abs/pii/S0378778815301122
Acrylic white paint of industrial sector for cool roofing application
https://www.sciencedirect.com/science/article/abs/pii/S0038092X18304547
Cement based superhydrophobic coating with excellent robustness and solar reflective ability
Passive cooling techniques through reflective and radiative roofs in tropical houses in Southeast Asia: A literature review
https://www.sciencedirect.com/science/article/pii/S2095263514000399
Estimating thermal performance of cool colored paints
https://www.sciencedirect.com/science/article/abs/pii/S0378778809001546
The science behind codes and standards for safe walkways
https://www.sciencedirect.com/science/article/abs/pii/S0003687015300508?via%3Dihub
Effective Width of Pedestrian Corridors
https://ascelibrary.org/doi/10.1061/%28ASCE%290733-947X%281984%29110%3A1%2880%29
OSHA 1910.73
https://www.osha.gov/laws-regs/standardinterpretations/1982-03-09
Partially Automated Grading: Construction Process Innovation
https://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9364(1988)114:1(19)
Estimated Costs of Precision Land Grading With On-Farm Labor
http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.623.3534&rep=rep1&type=pdf
====Estimated Costs of Precision Grading Sugarcane Fields, 2017==== https://www.lsuagcenter.com/~/media/system/8/7/5/a/875a105c7fdf9bc07be233b1281d12ae/2017%20sugarcane%20precision%20grading%20cost%20reportpdf.pdf
Landform Grading and Slope Evolution
https://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9410(1995)121:10(729)
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| Cite as | Hemanth, Mhollman (2019–2025). "Shotcrete solar racking literature review". Appropedia. Retrieved October 3, 2026. |